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Home My WebLink About24-7594qfgg" City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BAR-00759 - &ph jrhills Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 02123/2024 k "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for before recording your notice of commencement." accord�nce with City Codes and Ordinances. NO OCCUPANCY BEFORE c.6. NO OCCUPANCY BEFORE C.O. o o CONTRACTOR SIGNATURE MAI &.117,1114—MEM9, FAXTIM [WHIMMIRMW E IT OFFICE THOUT APPROVED INSPECTION 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received t.�.� t Y �- "/3N13 Phone Contact for PermittinguT Owners Name is' ell, 4d l Owner Phone ,. Owner's Address rt m / Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS / "wsjtd!tj aS LOT # SUBDIVISION tl'�°�f Cif i,) 1 & SPY PARCEL (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH El INSTALL U REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK k FRAME ) STEEL y DESCRIPTION OF WORK BUILDING SIZE ieL L So FOOTAGE HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION . �L ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. PLUMBING =MECHANICAL $� VALUATION OF MECHANICAL INSTALLATION GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILZ)ER �u w COMPANY% Lay Calf 1 SIGNATURE B r 8+$ REGISTERED Y 1 N FEE CURRErt Y) N Address f fe`t�= License# ELECTRICIAN COMPANY SIGNATURE REGISTERED YIN FEE CllRNal' Y I N Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y / N� FEE CURRER�Y / N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED ;;��FEE RRErt Y I N Address ======= License # C OTHER COMPANY SIGNATURE REGISTERED Y 1 N FEE CURRErt Y/ N Address License # IIIBt116I1RM8e891ptBi681F11IDI8I91i18I8191t81881@91lIIlt9ltttIY168I1 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions(large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A(C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (PloVSurvey/Footage) Driveways -Not over Counter if on public roadways..needs ROW undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or NOTICE OpDEED RESTRICTIONS: The contractors to undertake work, they may be required to be licensed inaccordance with state and looahegulaUons. If the contractor is not licensed as required by law, both the owner and contractor nuy be cited fora misdemeanor violation under state law, |fthe owner nrintended contractor are uncertain aato what licensing requirements may apply for the intended work, they are advised tocontact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthennore, if the owner has hired a contractor o, contractors, he is advised to have the contractor(s) sign portions nfthe "contractor Block" ofthis app|ioatiunfor which they will baresponsible. |fyou, mothe owner sign asthe o*ntramor, that may bu an indication that he is not properly licensed and in not entitled to permitting privileges in Pasco TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection -Cypress Bayheads, Wetiand Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management Dintrict-We||a, Cypress 8ayhevdm, Wetland Aeoa, Altering Watercourses. - Army Corps nfEnQ|neem-Geawui|s.Docks, Navigable Waterways. - Department ofHealth & Rehabilitative SerWces/Envimnmental Health UniAmoUs, Wastewater Treatment, Septic Tanks. - USEnvironmental Protection Agency -Asbestos abatement. - Federal Aviation Authority -Runways. | understand that the following restrictions apply to the use offill: - Use offill ionot allowed inFlood Zone ''V'unless expressly permitted. - If the 0| material is to be used in Flood Zone ^A'. it in understood that a drainage plan addressing a ''compensating volume" will be submitted at time ofpermitting which is prepared by a professional engineer licensed bythe State ofFlorida. - If the O|| material is to be used in Flood Zone ''A" in connection with a permitted building using stem wall construction, | certify that fill will beused only to fill the area within the stem wall. - If fill material is to be used in any area, | certify that use of such fi|| will not adversely affect properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions ofthe building permit issued under the attached permit application, for lots less than ooa(1) acre which are elevated b fill, anengineered drainage plan iurequired. If am the AGENT FOR THE OWNER, | promisei good faith toinform the of the itticonditions et forth in this affidavit prior to commencing construction, I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO YOUR FAILURE TO RECORD xNOTICE orCOMMENCEMENT MAY RESULT |wYOUR PAYING TWICE FOR IMPROVEMENTS TOYOUR PROPERTY. |FYOU INTEND TOOBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER OR AGENT Sub c 1?2lC'ONTRACTOR if Subscribed and sworn t (or affAr..d1 . /.)r._m&;6s s ribed and Tv, r, i b.fo . a t , �s by by iTV—hois/are personally known to me or has/have produced Who is/are personally known to me or has/have produced —as identification. as Identification. Public Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped Public INSTR#2024033242ORBK10966PG1221 Page 1 of 1 02128/2024 01:06 PM Rcpt: 2674687 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Masco County Clerk & Comptroller Parcel ID No NOTICE OF COMMENCEMENT lit Slate of County of THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, Use following information Is provided In this Notice of Commencement: 1. Description of Property: Parcel identification No, t Street Address: r� Z General Description of Improvement 3. Owner information or Lessee Info a0on if Use essoivontmctedl for the improvement: p Addre , city state Interest in property; Name of Fee Simple Titleholder: (If different from Owner listed above) Address contractor: Ci State 4. Address ¢ _ "^yt City State Contractor's Telephone 5. Surely: Name Address City State Amount of t$ond: 5 Telephone No.: 6, Lender: Name Address City state Lender's Telephone No,: n 7, persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided bvf" Section 713.13(i)(a)(7), Florida Statutes: Name k (, Address City State a Telephone Number of Designated Person: 6, in addition to himself, the owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. t Telephone Number of Person or Entity Designated by Owner: r C ond Notary Public Commission# t My Commission Dpires Jan, 1' Signatory's Tide/Office The foregoing instrument was acknowledged before me thisgard'ify of 20,W by hype of authority, e,g., officer, trustee, attorney in fact) for 4) in of party on behalf o I whom instrument was executed). Personally Known 0 QR Produced Identification alf Notary Stations a < Type of Identification Produced Name (Print) 2� wpdat"cstnolleecommencement pco5 6 m m bor BCIS Home [ Log In I User Registration I Hot Topics I Submit Surcharge 1 Stats & Facts Publications I Contact Us I BCIS Site Map Links Search �Producit Approval USER: Public User Product Ap Men Ap ion.,Search > 6p > Application Detail �p,MK4U > _p FL # FL161-R8 Application Type Revision Code Version 2023 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory W1=Wrj1T4�= Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 certifications@cws.cc Mary Rukashaza-Mukome certifications@cws.cc Mary Rukashaza-Mukome 1900 SW 44th Avenue Ocala, FL 34474 (641) 621-3317 rukashazamc@pelia.com Dave Criscuolo 1900 SW 44th Avenue Orlando, FL 34474 (352) 368-6922 dcriscuolo@cws.cc Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A, Turner PE-58201 Keystone Certifications, Inc. 07/21/2028 Steven M. Urich, PE Validation Checklist - Hardcopy Received fl-161 R8 _COI EvalRep_ort176H.pg[f gtandard AAMA/WDMA/CSA 101/LS.2/A440 No Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/19/2023 Date Validated 10/20/2023 Date Pending FBC Approval 10/26/2023 Date Approved 12/12/2023 Summary of Products FL # 'Model, Number or Name Description 161.1 1000 Guardian Hinged Door tGuardian Hinged Door w/ CWS 3500 Series SH Window Insert. Limits of Use Installation Instructions Approved for use in HVHZ. No LL161 R8 11 CWS-176H.p�df Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. EL161_&8_AE_LY91R_epg[L1 7 6 H. pdf Created by Independent Third Party: Yes 161.2 1000 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Installation Instructions Approved for use in HVHZ- No EL161 R8 _11CWS-242G.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure* +40/-40 Evaluation Reports Other, Not for use in HVHZ, EL161 R8 AE EvalRepgr:242G.p�df Created by Independent Third Party: Yes 161.3 1000 Guardian Hinged Door Guardian Hinged Door w/ CWS 4000 Series Picture Window Insert. Limits of Use Installation Instructions Approved for use in HVHZ. No EL161 R8 11 CWS-1209,p�Af Approved for use outside HVHZ: Yes Verified By: Luke A. Turner 58201 Impact Resistant. No Created by independent Third Party: Yes Design Pressure: +40/-40 1 Evaluation Reports Other: Not for use in HVHZ FL1 I R8 AE EvalPPpgrt1209.p . _,.jdf Created by Independent Third Party: Yes KE EE Contact Us :: 2601 Stair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 _ The State of Florida is an AA/EEO employer. gop iyLght 2007-2013 State of Florida. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls; provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS,, please click here , Product Approval Accepts: MOORE Credit'Card, rV, PRIME DOOR - NON -IMPACT (SHOWN WALUM, PICTURE WINDOW) 37 3/8" OVERALL WIDTH 36' UNIT WIDTH 34 15/16" — I— DOORCORE ------, I UNIT HEIGHT I 78 3/4" 1 DOOR 22" CORE HINGE (TYP.) 7 5/8" HINGE (TYP.) TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS..,..,..,,.I DOOR CONFIGURATIONS & GLAZING...,2 SECTION VIEWS______ .............. ____.3 BOM & EXTRUSIONS__ ......................4 ANCHOR SCHEDULE & NOTES__ 5 INSTALLATION DETAILS_ 6 26 7/16" INSERT FIR INSERT FR. GENERAL NOTES FIX- 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT Cws Lw_ EDITION 15F 1900 SW 44TH AVE. 2. GLAZING OPTIONS: (SEE SHEET 2) OCALA, FLORIDA 34474 www'CWS.CC 3. CONFIGURATIONS: OUTSWING, LEFT OR RIGHT HINGED. 1000 ALUM. 4, DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GUARDIAN DOOR GLASS TABLES ASTM E-1300-0401/09. NON -IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. < K 5. ANCHORAGE: THE 331131 STRESS INCREASE HAS NOT BEEN USED I- Q W 0LO0W0 Z W-JO `� ow IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR w Z O Z w 7=�_ e2 U M DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD < .; ;' >- 5, Ca u- F-W Zi,-?--2y ANCHOR CALCULATIONS, 5:<Q� Z ZMWO O 6, NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE 0 01-Ob<MI_0f 0 0 U) 1-- Z I,- to n- 0 - U) - Z Z) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z Z 50� 56- ZO(OZO 7. ALL FRAMES SCREWED TOGETHER, SMALL JOINT SEAM SEALANT < i.- u-20 -Z >- < 3: 0 W - T 0 - I— USED AT ALL FRAME JOINTS, Q 2;� � I- w CO 0 B W OCIH-53:92i LL U)w co w to w O_jcn�_ fa)� _z -1 a- 0 w ~ 0 QGwys w a- W a- 161 51/2" Lucas Turner tak No. 68201 202110.19 * " 16:56:51 .6, STATSOF 36 1/2" -05,00, A I Of I �:ftzuzll LUCAS A, TURNER, P.E. FL PE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc Tri Camden, TN 38320 PH, 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS - _ DRAWN BY: .DATE: MCS 10/19/2023 DWG REV,; CWS-1209 - SCALE: SHEET 1:15 1 OF6 ri— 3/16' TEMPERED SIKAFLEX 552 OR PURFECT GLAZE'H' 1/2' GLASS BITE QUANEX DURASEAL or, - CARDINAL XL EDGE or, KODISPACE 4SG TPS LG.SPACER SIKAFLEX 552 OR PURFECT GLAZE'H' 1/2" GLASS BITE SETTING BLOCK SINGLE GLAZE 1:1 5/8" OVERALL 1/8' TEMPERED 3/8" AIR SPACE 1/8" TEMPERED INSULATED GLASS 1:1 11, PW-4000 (SEE SEPARATE APPROVAL) ALL GLAZING MUST BE TEMPERED wArowl Ms UPAF 1900 SW 44TH AVE, OCALA, FLORIDA 34474 www_cws_cc 1000 ALUM. GUARDIAN DOOR NON -IMPACT < z <Z0 F- nwo WWOO Z W-in <w w KOK W=�-_tz 0 < w 0 o' 3: E LL I-W ZO::ET Z Z=�E< WOO 0 0 0 cc I-- Z N P U) a- 0 Z — U) --Do— < —Zoozo 0 u-Z <3:0w_x0_ < cc UY U- �o Lo co 0 Lu U) w L — C w F_ 0 w D� F7 'L w w FLORIDA APPROVAL NO.: 161 '%kilillift"I &A A� TUft, 41 Zv No' 58201 al 9 rrAATE OF 10119/2023 LUCAS A. TURNER, P.E. FL PE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc Trl Camden, TN 38320 PIL 941-380-1574 SHEET DESCRIPTION: DOOR CONFIGURATIONS & GLAZING DRAWN —BY ; ____ IVICS 10/19/2023 DWG #: REV, CWS-1209 SCALE! SHEET 1:15 2 OF 6 SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 91 11, 17-19, 24-26, 31, 36 ALT, THRESHOLD (1126) FAA Cws LRAT 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 1000 ALUM. GUARDIAN DOOR NON -IMPACT Z <Z3: F owo <U) w o Z n 0, w ZOZ W-jo l'- W wt-t :�Z w;;: >. 0 fl� Z ZT2<1rwoo 0 0 U) 1-- Z D- I- (n a- Z-O-Z�-D(n Z 0(9:) --:)0- -Zolozo o Iu_�;o U-Z ry Z 0 w U oow>- U) w V5 w 0 _j w/ _ Q� Zym Q- — 0 w l- 0 a- m of W'Sww a- W FLORtDA APPROVAL NO.: 161 A ' rN._98201 Al STA-M OF 10/19/2023 LUCAS A. TURNER, P.E. FL RE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Tro Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS THRESHOLD DESCRIPTIOII IMAX. POS,DPI DRAWN BY, DATE' 1126 BUMPER THRESHOLD I NONE I mcs 10/19/2023 1186 STANDARD THR_E_SHOLD + 40 I awc #: REV.: 1193 SADDLE THRESHOLD NONE CWS-1209 - NOTE: INSTALLATION w/1 126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE:SHEET WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 3 OF 6 M x ss M CORNER KEY - S-1002 4 DOOR CORE - H-1001 36 OUTER FRAME ASSEMBLY 11 PANELFRAME ASSEMBLY 11 2 3/8"' 35 P-3126 STRIKE DEADBO � CHROME SS — 2 3181, 2 5/8" 36 P-4144 AS x —1.000w/ 1/4 lead Quad Type A SMS STEEL 3/, - 37 P-1975 BACKER PLATE, PRIME DOOR ALUM 3/4" 1/16" 34` 1/16" 38 P-3587 #8 X V PH FL TEK 1 1�/1611 1 11/161116---l-----lxl_- 1 3116' LINE ITEMS NOT USED: L TA�� 2; 4, 20-22, 27, 30 ADJUSTABLE SWEEP 5-1300 OUTSWING HEAD S-1377 OUTSWING JAMB S-1374 NOTE: PICTURE WINDOW B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL, 2 15/16" 5 1 1/2" t_ "T—rIJ16' STANDARD THRESHOLD S-1 186 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 3 3/8" 7 L7/ J-- Tl�� 11161, BUMPER THRESHOLD S-1 126 1900 SW 44TH AVE- OCALA, FLORIDA 34474 wWW.Cws.CC < —0 orno wwoo Z w J C3 w w Z 0 z a� ;>-C RE u- P tu :2: r- �'2�E1 0 Zxo << =woo CU-b0-PU)T Z Z— U) —Z� < DU-o Z0 0 -Z 2 � r J-- r- L Z'6 T U) () 3 w 0 0 Q� >- Z) � 0 u- U) 0 w U) w E Z.. 0 G- — To - o WF-0 QM w a: 0� w -Z�� EL F- IL to oFLORIDA APPROVAL NO.: 161 - 58201 STATE OF 3 7/16"- 10/19/2023 13/ 1 16' 6 LUCAS A. TURNER, RE, FL PE # 58201 Turner Engineering & SADDLE THRESHOLD S-1 193 Consulting, Inc, 2428 Did Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 BOM AND EXTRUSIONS THRESHOLD DES RIPTION FAAX. POI. DPDRAWN fln— BUMPER THRESHOLD NONE BY: DATE: Mcs 10/19/2023 1186 STANDARD THRESHOLD —ff 1193 SADDLETHRESHOLD NONE bWG CWS-1209 NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED -t�C—ALE—SHEET WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 4 OF 6 12 3/4" MAX O.C. (TYP.) 6" MAX. (TYP.) 6" MAX. (TYP.) 21" MAX. O.C. (TYP.) INSTALL ONE #8 ANCHOR THRU EACH HINGE INTO SUBSTRATE (TYI ANCHOR LAYOUT INSTALL TWO #8 ANCHORS THIRD STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE (TYP,) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2, SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 114", USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED, 3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED MOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. 7, A MINIMUM CENTER TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL, 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) Id Cws ' 44TH AVE. FLORIDA 34474 000 ALUM. GUARDIAN DOOR NON -IMPACT z � ¢z3: niva w0 Z w w-1a Z.a?: tYtz-!_ a u I Qu} > ocCm wZI�z a U aI-a 0Cc za-..P U)� z z_', -ZF_DU) O�DuiZa�a Qtpt°moo? �- Q 0` ct. a- LL` PLOR(DA APPROVAE NO.: 161.:. i4[4ti7tTo-,. 10/19/2023 LUCAS A. TURNER, P.E. FL PE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Tm TrI Camden, TN 38320 PH, 941-380-1574 HEFT DESCRIPTION: kNCHOR SCHEDULE AND NOTES BRAWN BY: DATE: MCS 40/19/2023 MG M REV.: CWS-1209 CALE: SHEET -- 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 SUBSTRATE BY OTI SEE TABLE 1 PERIMETER SEALAI BYINSTALLER INSTALLATION ANC SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTAL EDGE DIST. TABLE 1 4X. SHIM #LATERIOR INSTALLATION ANCHOR — SEE TABLE 1 SEAL OR SET IN CONCRETE OR MASONRY PERIMETER SEALANT Q BYINSTALLER a d 4 a MIN. EMBEDMENT SUBSTRATE BY OTHERS q q SEE TABLE I SEE TABLE I i 93j 4 MIN. EDGE DIST. t I SEE TABLE 1 A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 1900 SW 44TH AVE. INTERIOR OCALA, FLORIDA 34474 WWW.CWS.CC 1/4" MAX. SHIM _ HINGE/STRIKEPLATE HINGE/STRIKEPLATE 1000 ALUM. MIN. EMBEDMENT MIN. EDGE DISTANCE GUARDIAN DOOR SEE TABLE 1 SEE TABLE 1 /F MIN. EMBEDMENT Z Z 0 w HINGE/STRIKE PLATE SCREW SEE TABLE 1 o rd O a o o SEE TABLE I o ZOZ COrr-m u- II--Lu ZF;3:2T Z Zz2¢rL'jOp INSTALLATION ANCHOR SUBSTRATE BY OTHERS O 0 r- a'j < � I- Q z SEE TABLE 1 SEE TABLE 1 p O Z n SEALANT BEHIND PERIMETER SEALANT d I- z� 2 C O u- Z FLANGE BY INSTALLER BYINSTALLER < 0 w t=- T O — ��0Z> HORIZONTAL SECTION ur w v- cn W O _j U) I-- B TYPICAL JAMB ANCHORAGE M z z D- CG O 5� u> ��e� ulzUj FL0f2{DA APPROVAL N4.: 161 — NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM ANCHORAGE AS SHOWN IN TABLE 1. No.58201 ti STATEOF LUCAS A, TURNER, F.E. FL PE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Tre Trl Camden, TN 38320 PH. 941-380-1574 1EET DESCRIPTION. INSTALLATION DETAILS RAWNSY:- DATE: MCS 10/19/2023 NG #: REV.: C S-1209 - -ALE: SHEET 1:2 6OF6:, BCIS Home I Log In I User Registration 1 Hot Topics 1 Submit Surcharge 1 stats & Facts Publications I contact Us I BCIS Site Map Links S Search Product Approval USER: Public User Lroduc I Menu > RM4qLt�_0_rAp Application Search > Application List > Application Detail _LAppjW_ _p FL. # FL7013-R7 Application Type Revision Code Version 2023 Application Status Approved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Custom Window Systems Inc, 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 certifications@cws.cc Mary Rukashaza-Mukome certifications@cws,cc Mary Rukashaza-Mukome 1900 SW 44th Avenue Ocala, FL 34474 (641) 621-3317 rukashazamc@pella.com Dave Criscuolo 1900 SW 44th Avenue Orlando, FL 34474 (352) 368-6922 dcriscuolo@cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc, 07/21/2028 Steven M. Urich, PE Validation Checklist - Hardcopy Received fL7013_E7_LgL_Eya!I&portl_72G.pAf gitandard AAMA/WDMA/CSA 101/1.S,2/A440 IN Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/02/2023 Date Validated 10/03/2023 Date Pending FBC Approval 10/08/2023 Date Approved 12/12/2023 Summar of Products FL # Model, Number or Name I Description 7013.1 HS-7000 HS-7000 Alum, Horizontal Slider, XO, OX, XOX. Limits of Use Installation Instructions Approved for use in HVHZ: No fLZQ12_aZ_jL_CWa:1=P&f Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other., HS-7000 Alum. Horizontal Slider, Max. size XOX 120" FL70 3 R A EvalR9PPI1122GP f x 66" DP +/- 35 psf, Max. size XO or OX 72" x 72" DP 45 Created by Independent Third Party: Yes psf, Glass conforms to ASTM E1300. 7013.2 HS-7000 HS-7000 Alum, Horizontal Slider, XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ. No EL7212R7_iI CW -487 .Wjff Approved for use outside HVHZ,. Yes Verified By: Lucas A. Turner 58201 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other- HS-7000 Alum. Horizontal Slider, 74" x 72". See FL7013 R7 AE EvalRep2q4§_7D.pjjf Installation drawings for design pressures. Glass conforms to I Created by Independent Third Party: Yes ASTM E1300. KE NE jContact Us :: 2601.Stair Stone Road, _Tallahassee FL 32399 abgatLAgLjE:ja;L4 The State of Florida is an AA/EEO employer. Qpyag nacy _Statement :: A5Eq_ssjblllty_Statement :: Refund _Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395, *Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: mciaRm Ctedit Card '57 "4" MAX FLANGE HEIGHT E 66" MAX UNIT HEIGHT 67 1/4" MAX FLANGE HEIGHT 11 HORIZONTAL SLIDER - NON -IMPACT GENERAL NOTES (SHOWN W1 DIFFERENT OPTIONS) 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA �-1210,3/4* MAX FLANGE WIDTH ,61' BUILDING CODE (FBC), CURRENT EDITION, 112" MAX UNIT WIDTH MAX, FLANGE WIDTH 2. GLAZING OPTIONS: (SEE SHEET 2) r 25 718 - [— 58 3L4" 29 7116" 3. CONFIGURATIONS: 'OX',"XO','XOX'. GLASS DLO GLASS DLO SASH WIDTH f123M� 59 3/4" 60 3/4" GLASS DLO MAX UNIT WIDTH GLASS 4, DESIGN PRESSURE RATING: DLO -NEGATIVE DESIGN LOADS BASED ON TESTED 114 112 X 0 F 62 3/8" J F D GLASS DLO 67 114" PRESSURE AND GLASS TABLES ASTM E-1300-04e01/O9, -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-130M,teQ`1109. T I MAX FLANGE 5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT HEIGHT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE B 63 5/16" 1/4 JE E 661� x x SHEET 10 FOR INSTALLATION DETAILS. X 63 5/16" MAX <= jB:o SASH HEIGHT SASH UNIT 6, NOT APPROVED FOR IMPACT RESISTANCE. IMPACT HEIGHT HEIGHT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, ic C 7. ALL FRAMES AND VENTS SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USE AT ALL FRAME JOINTS. 60 3/4' F9 "8" MAX FLANGE WIDTH— __ 87 7�8' MAX UNIT W IDTH - 2"1'_ 26' _29-9/161 DLO rGAS'SD GLASSDLOSASH WIDTH 62 3/8" GLASS DLO TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS..,..1 GLAZING DETAILS,.. _..2 COMPARATIVE ANALYSIS__ __3-5 SECTION VIEWS -'OX" /`X(T"____6 SECTION VIEWS - "X/01X _______7 BOM & EXTRUSIONS.- 8 - ANCHOR SCHEDULE & NOTES 9 INSTALLATION DETAIL.......................10 GLASS 27 718 1 25 Va 8. SERIES I MODEL DESIGNATION HS-7000. OLD GLASS DLO GLASS DLO 2971-16" SASH WIDTH 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWIM MAX. SIZE W1 STD FIXED RAIL X = OPERABLE SASH, 0 = FIXED SASH, 10, SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL 73 1/4" ELEVATIONS IN A SIMILAR LOCATION. FLANGE WIDTH MAX, UNIT WIDTH 11. WEEP SLOTS = 1/4"X I" LOCATED 3-1/2" FROM BOTH 68-3/4" ENDS. GLASS DLO10 rA IA6' Lucas Turner 73 1/4' 10 69, 60 8/4- MAX. SASH 2023.09.25 GLASS FLANGE C HEIGHT DLO HEIGHT 10 1 16.42:36 D 6 -05,00, 72" 19 GLASS 63 5/16" MAX. DLO SASH _ UNIT Hf=W'MT1 33 1/4" 1- �� I 32' GLASS OLD 34 15/16" MAX. SASH WIDTH - GLASS DLO MAX. SIZE W1 HD FIXED RAIL DESIGN PRESSURE RATING IMPACT RATING SEE COMPARATIVE ANALYSIS NONE CHARTS, SHEETS 3-5 1900 SW 44TH AVE. OCALA, FLORIDA 34474 wWW.CwS.GC 7000 ALUM. HORZ. SLIDER NON -IMPACT F_ Z owo <coowci a Z w w-jo rzw ZOZ C-E 0 �z m u- Z l-w zi.-`S2T Z72<0'woo ow Z a- P z- z I.- D z;p 0 zoozo, o F-,20 -Z <3:ow 1=-TO- fL Z - � o to 2 uowwu)ow5)w r- Z w 0 _j co O WI o ZQ� a- X C_ 7013 9125/2023 LUCAS A, TURNER, P.E. FL PE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc Tri Camden, TN 38320 PI-L 941-380-1574 EST DESCRIPTION: GENERAL NOTES AND ELEVATIONS AWN BY: DATE: MCS 9/22/2023 7G _# REV.: CWS-172 G ALE: SHEET 1:33 1 OF 10 1/8" ANNEALED S 'AFLEX 552 PU RFECT GLAZE "H" WGLASS BITE OVERALL 1/8" ANNEALED —3/8" AIRSPACE — 1/8" ANNEALED 'S'KAF JSJKAF1 39 ELEX 552 PURFECTGLAZE'H' PUB L GLASS SITE 112" GLASS Q Li 'E �X f LIANEX DURASEAL or, CARDINAL XL EDGE or, CARDINAL C KODISPACE 4SG TPS I.G. S, SPACER C11 GLASS TYPE E 3/16" ANNEALED 439 SIKAFLEX 552 PURFECT GLAZE "H" 1/GLASS BITE - 5/8" OVERALL F-3116" ANNEALED — 1/4' AIRSPACE —3/16" ANNEALED 3#3 S' FL' 9 SIKAFLEX 552 P PURFECT GLAZE 'H' U L 1/2" GLASS BITE QUANEX DURASEAL or, QU " X , GE or, CARDINAL XL EDGE CARDINAL 1, 'P KODISPACE 4SG TPS I Sp Cl I.G.SPACER GLASS TYPE F 1/8" TEMPERED r3�. 'FLEX 552 P C'R' T GLAZE"H" S-GLASS BITE GLASS TYPE C --5/8' OVERALL 1/8" TEMPERED 3/8" AIRSPACE TEMPERED 'KAF SIKAFLEX552 39 2 L' PURFECT GLAZE 'H' PUF L" GLASS BITE 112. G 1 Q Q U I UANEX DURASEAL or, CARDINAL XL EDGE or, 0IS l KODISPACE 4SG TPS P I Sp C I.G. SPACER GLASS TYPE G [-3/16" TEMPERED �SIKAFLEX552 PURFECT GLAZE"H" 112" GLASS BITE —5/8" OVERALL F-3/16' TEMPERED — 114" AIRSPACE —3/16" TEMPERED 7 3 SKAF 9 SIKAFILEX 552 PURFECT GLAZE 'H" PU L GLASS BITE GL ASS A, 1 Xf 'QUANEX DURASEAL or, iQU IN , CARDINAL XL EDGE or, CARDINAL IS 3A KODISPACE 4SG TPS P I.G. Sp 01 I.G.SPACER GLASS TYPE H 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CwS_CC 7000 ALUM. HORZ. SLIDER NON -IMPACT Zi- < Z 0wo -'.J00 W-jo [_::E� W w 0 Z0Z o� :�z 0 �: >_ 0 u- Z Pur Z�-�2y ZM2<afW00 0 0 < M j.-Cr 0 0- a- o Z Z3:D - �f- w 0 D 0 < Z 0 C6Z Z� p u- 2 0 0 LL Z < 0 w - T 0 - < 2 >_ J- I- t Z'6 of i__ U) 3: 0 0 >- w of u_w coowow w 0 -1 U) i Q_ w 0 � U) 0 >- w I_Ir 10 w 3� w a- w 0- =LORIDAAPPROVAL NO.: 7013 LUCAS A. TURNER, P.E. FL PE # 58201 Turner Engineering & Consulting, Inc, 2428 Old Natchez Tm TrI Camden, TN 38320 PI-L 941-380-1574 IEEE DESCRIPTION: GLAZING DETAILS iAWN BY: DATE: MCS 9/22/2023 MG _#_ `REV,: CWS-172 G 'ALE: __SHEET 1:1 2 OF 10 Design Pressures (PSF) for'XO" Equal Split Configuration YnI_TGIa IDL 7 - Unit Widths (in.) Ht (in.) I Types 24,75 29,5 5-5 9.5 3-5 47.5 51.5 55.5 5935 17875 E A +35/-52.5 +35/-52.5 +35/-52.5 +35 / -52.5 +35 f -52.5 +35/-62.5 +351-52 +35146.4 +351-41.7 12LRU F / -52.5 / -52.5 135 / -52,5 351-52,5 -35/-52,5 +351-52.5 +35/-52 +35/-46.4 +35/-41,7 215 A _135 +35/-52,5 _135 +35 / -52.5 +35/-52.5 +351-52,5 +35/-52,5 +71 -515 ;35 / 47 5 51-41,5 +351-36,7 B THRU F +35/-52,5 +35 / -52.5 +35 / -52.5 +351-52.5 +35 / -525 +351-52.5 +35147.5 +35 1 -41 .5 +35/-36.7 29.5 A +35/-52,5 +35/-52.5 +35/-525 +351-52.5 +35/-52,5 +351-52.5 +351-47,1 +35/40.6 +35/-35 B THRU F +351-52.5 +35/-52.5 +35/-525 +35/-52,5 +35 / -52,5 +351-52,5 +35/47.1 +35140,6 +35/-35 5 35.5 A +351-52,5 +351 -52.5 +351-52,5 +351-52,5 +35/-52,5 +351-52,5 +357-47-1 735 / 40,6 +351-35 B THRU F +35/-52.5 +351-52.5 +35/-52.5 +35 1 -52.6 +35/-52.5 +35/-52.5 +35147.1 +35/40,6 +351-35 41.5 1 A +35 / -5ZS +35/-52.5 +351-52,5 +351-52,5 +85/-52.5 +35/-52.5 +35/47,1 +35/-40,6 +35/-35 B THRU F +35/-52.5 +351-52,5 +35/-52.5 +351-52,5 +35 / -52,5 +351-52.5 +35147A +351-40.6 +35/-35 47.5 A +35/-52,5 +35/-52.5 +351-52.5 +35 / -48,6 +35/-46,4 +35/-45.9 +351-45,8 +35/40,6 +351-35 B THRU F +35 / -52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52,5 +35/-52.5 +35 / -47. 1 +351-40,6 . +35/-35 ....... 515 A +35 1 -525 +35/-52.5 +35/-49,7 +35/-42,6 +35/-39,6 +351-38J +35/-38.8 +351 -3&8 735 1 -35 B THRU F +35 / -52.5 +351-52.5 +351-52.5 +351-52.5 +35/-52.5 +351-52,5 +351-47A +351-40,6 +35/-35 59.5 +35 / -52.5 +351-52.5 +3.5 / 47,2 +35 / -39,6 +351-35.4 +33.3 / -33.3 +33/-33 +333 / -333 1 +33.6 / -33.6 B THRU F +35 / -52.5 +351-52.5 +35 / -52.5 +35/-525 +351-50,5 +3514T2 +351-44.5 +35 / 40.6 +351-35 66 A +351-52-5 +351-52.5 +35/-45 +35 / -372 +31.9 / -31.9 +29.1 / -29.1 +28,31-28,3 +28,31-28,3 +28,61-28.6 B THRU F +35/-52,5 +35/-52.5 +35/-52.5 +35148 +35/-41,5 +35/-39 +35/-36,9 I35I-35_j Design Pressures (PSF) for ")UEqual Split Configuration Unit Glass Unit Widths (1m) 1 111_i�pl_ Hi (in, I a s Types 29.5 355 39,5 43.5 47.5 51,5 1 55,5 %5 65.5 72 17.875 G,'H 745 7-67.5 457-67,5 +45 1 -67:5 +45/-67.5 +451-67.5 +45 / -6-7,5-T_+45_ i-67--6 +45/-67.5 7-45/-67.5 +45 / -603 23.5 _G, H +451-67.5 +45 _/675 -+451-67,5 _5T675 +451-67.5 +45/-67,5 +45/-67,5 +451-67.5 +45/-67,5 +45 1 - +45/-51.2 29.5 G, iT- -745 -7675 -7457 -6 7,s 74 +45 / -67.5 +45/-67,5 +451-67.5 +7451 -6-7 +451-65,9 74 51-54�9 7.5 45 / -46.5 7 _35-5 , -H T; -745 _/67.5 - 7451-67.5 +45/-67.5 +45/-67,5 +451-67.5 +451-67.5 +451-67.5 451 -65.9 +45/-54.4 - +45/45 41.5 _77.5 G, H +45/-67.5 +451-67.5 +45 / -67.5 +451-67,5 - 745 / -67.5 +45 / -67.5 +45767.5 -45 j -65.9 74 57-54A +451-45 G, H +451-67.5 +45 1 -675 +451-67.7 +45 / -67.5 +451-67.5 +45/-67.5 +45/ -67,5 +451-65-9 +451-54A +45/-45 53.5 -7, H 451-67-5 +745 / 67.5 ;451-67.5 +451 -67.5 +45/-67.5 - +45/-65,9 74 5754,4 +45/45 H +45/ -67,5 +45 / -675 +45/-67,5 745 / -67,5 +45/-67.5 -17451-67,5 -7- 4 5 1 -675 745T-659 745 -754.4 45745 65.5 -G, H -+45/67,5 -+45167,5 +45 -/67,5 +45/-67,5 +451-67.5 +451-64,6 +45/-61,1 +451-58.1 +45/-54.4 +45/45 LjLJ G, F I +451 / -6T5 +45/-65.8 +451-613 +451-57,5 +451-54,2 , +451-51-5 +451-48 +451 -49 NOTE: - 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 7000 ALUM. HORZ. SLIDER NON -IMPACT < W U ."DI 0 ri a <�uj Z In w-jo Z0Z ar Z Z Pw ZF;�2y ZM2<wwoo 0 0 Z zoozo '20 -Z U) 0 Fy D_ conwCaw Z in Ci --I U) I- - E a- a- 0!� w C w 1- 0 a- X 'If >_ D� W?� w If Lf 7013 9/2512023 LUCAS A. TURNER, P.E. FL PE # 58201 Turner Engineering & Consulting, Inc, 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION. COMPARATIVE ANALYSIS X0 9/22/2023 G SHEET 3 OF 10 Design Pressures (PSF) for "XOX' 1/3-113-1/3 Configuration Unit Glass Unit Widths (in.) Fit (in.) Types 35.75 45.5 55,5 65.5 72,5 - 75,5 85.5 87.875 27.5 - T -7- 351-52�5 -- 75 / -52�5 - 735 / -5Z5 7- 351-52�5 � +35/-51 4 +351-47,4 +35/-37 +35 / -35A B THRU H +35/-52.5 +35 / -52.5 +35 / -52.5 +351-52.5 +35/-51.4 +35 / 47.4 +351-37 +35/-35.1 31.5 A +35/-52,5 +35/-52,5 +35/-52.5 +35 1 -52.5 +35 1 -51 .4 +351-47,4 +35/-37 +35/-35 B THRU H +351-52.5 +351-52-5 +35/-52,5 +35 / -52.5 +35/-51.4 +35/-47,4 +35/-37 +35/-35 35,5 A +35 / -52.5 +35/-52.5 +35 / -52.5 +351-52.5 +35/-51.4 +35 / -47.4 +35/-37 +35/-35 B THRU H +35/-52.5 +35/-52.5 +35/-52.5 +351-52,5 +35 / -51,4 +351-47.4 +351-37 +35/-35 39.5 A +351-52,5 +35/-52.5 735 1 -52. 5 +35/-52-5 +35 / -51 .4 +351-47.4 +35/-37 +35/-35 B THRU H +35/-52.5 +35/-52,5 +35/-52.5 +351-52.5 +35/-51.4 +35/47.4 +35/-37 +35/-35 43.5 A +351-52,5 +35 / -52.5 +351-52.5 +35/-51.6 +35 / -512 +351-47.4 +35/-37 +35/-35 - 8 THRU H +35/-52,5 +35/-52.5 +35 / -52,I5 +351-52,5 +35 1 -51 .4 +35/-47,4 +35/-37 +35/-35 47,5 A +351-52.5 +35/-52.5 +35/-51.3 +35 / -463 +35 / -45.9 +35 / 45,8 +351-37 +35/-35 B THRU H +35/-52,5 +35/-52.5 +35 / +35 / -15Z5 +35/-51,4 +35/-47.4 +35/-37 +35/-35 51.5 A 7351-5Z5 -351-52.5 +351-48,5 +35 / -41 .3 +35 1 -40.7 5/-40.8 7351 -37 +35 / -35 B THRU H +35 / -52,5 +35 1 -5Z5 W-52.5 +35/-52.5 +351-52.5 +35 1 -51 .4 +35/-47.4 +35/-37 +35/-35 55.5 A +35/-52,5 +351-5Z5 +35/45.6 +35/-38 +35 / -36.8 +35 / -36,8 +35/-37 +35/-35 B THRU H +35/-52,5 +35/-52,5 +35 / -5Z5 +. I -52,5 +35/ +351-50.2 +35 / 47�4 +351-37 +35/-35 61.5 A +35/-52,5 +35 / -52,5 +35 / -412 +34A -34.1 +31,4 / -31.4 +31 . I / -31.1 +31,5/-31.5 +31JI-31J B THRU H +351-52.5 +35/-52.5 +35/-52.5 +35 47.7 +35/44.1 +35/42.8 +35/-37 +35/-35 66 A +351-52.5 +351-52.5 1 +35/41.5 1+31.7/-31.71+28.81-28.8 +28.4 / -2&4 +28.4 / -28.4 +28.5 / -28.5 - B THRU H +35 / -52.5 +35/-52,5 1 +35 / -50,11 1 35/40.4 +35/-39,2 +35 1 -35J +35/-35 NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE L& AV CWS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WwW.CwS.CC 7000 ALUM. HORZ. SLIDER NON -IMPACT < Z WDO qwo w Z z� 0 0 Z f, �E >- 0 a� 3� ra u- t-w Z�-?;2T Z ZM2<wwoo CO �- Zn- U) zowzo '20 2 Z Ui to 0 Cr U) w Q) 0 w 55 w 0 Q� 0 0 w Of af 2: a. F- w PLOR3DA APPROVAL NO.: 7013 "F.vj No. 58201 9/25/2023 LUCAS A. TURNER, P.E. FL PE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc TrI Camden, TIN 38320 PH. 941-380-1574 SHEET DESCRP-DON: COMPARATIVE ANALYSIS XOX 113-113-1/3 MCS 9122/2023 MG #: REV.: CWS-172 G 'ALE: SHEET 4 OF 10 Design Pressures (PSF) for ")(Or 1/4-1/2-1/4 Configuration Unit Glass Unit Widths (in.) Ht (in.) Types 3535 45,5 55.5 65.5 75,5 85.5 99,5 111 120 A 351-52.5 351-52.5 +35/-52.5 1357-5276 +35 / -51 +35/-48,9 0� +35/-4 4 ' " -3 4 9 +34.9 1-34.9 +30.8 / -30.8 27.5 B +351-52.5 +351-52,5 +35 / -52.5 +35/-52.5 +35/-52.5 +351-52.5 +35/-50.9 +35/-40.9 3.5 /_4 .9 +351-35.2 E +35/-52.5 +35/-52.5 +351-52,5 +351-52.5 +35/-52.5 +35/-52,5 +351_%9 +35/40,9 +3 n/4 +35/-35.2 C,D,F,G,H +35/-52.5 +35/-52.5 +35/-52,5 +35/-52.5 +35 / -515 +35/-52.5 +35/-50.9 +3 _40 +351-40,9 51 �9 +35/-35.2 A +351-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/-52.3 +35/46.8 +351-39.9 + +35/-35 35 5 +31.41-31.4 31.5 IS +351-52,5 +35/1-52.5 +351-52,5 +351-52.5 +351-52.6 +361-52.5 +35/-50.9 +351-40.9 +35/-35 E +35/-52.5 +35/-52.6 +35/-52,5 +351-52.5 +35 / -52.5 +351-52.5 +35/-50,9 +35/-40,9 +351-35 C,D,F,G,H +351-52.5, +35 / -52�5 +35/-52.5 +351-52.5 +35 / -52,5 +351-52.5 +351-50.9 +35 1 -40.9 +35/-35 A +35/-52,5 +35/-52.5 +351-52,5 +351-52.5 +351-47.8 +351-42.7 +35/-37.7 +33.6 / -33.6 +30.81-30.8 35.5 B +351-52.5 +35 / -52�5 +351-52.5 +35 / -515 +35 / -52.5 +35 1 -52.5 +351-50.9 +35/40,9 +351-35 E +35/-52.5 +35/-52.5 +35/-52,5 +35/-52.5 +35/-52,5 +351-52.5 +35/-50.9 +35 / 40,9 +35/-35 C,D,F,G,H +35/-52.5 +35/-52.5 +351-52.5 +35/-52.5 +35/-52.5 +35 / -52.5 +351-50.9 +35/40.9 +351-35 A +35/-52.5 +35/-52.5 +35 / -52.5 +35/48.9 +35 / 43.5 +351-39.1 +34AI-34.4 +30,9 f -30.9 +28,9 / -28,9 39.5 B +35/-52.5 +351-52.5 +35/-52.5 +35 / -525 +35/-5215 +35/-52.5 +351-50.9 +35/40,9 +35/-35 E +35 / -52.5 +35/-52.5 +35/-52.5 +35 / -52L +35/-525 +35/-52.5- +35/-50,9 +35 / 40.9 +35/-35 C,D,F,G,H +35/-52.5 +35/-52,5 +35/-52.5 +35/-52.5 +35 / -52.5 +35/-52.5 +35 / -%9 +35/40,9 +351-35 A +35/-52,5 +35/-51,3 _735 / -49-7 7 35/44.9 +35/-39.8 +351-36 +31.21-31�2 +28.31-28,3 +26,5 f -26.5 43.5 B +351-52.5 +35 / -52�5 +35/-52.5 +35/-52,5 +35/-52.5 +35 / -52.5 +351-50,9 +35140.9 +351-35 E +351-52,5 +351-52.5 +35 / -52.5 +351-52,5 +35/-52.5 +35 1 -52.5 +35/-50.9 +351440.9 +35/-35 C,D,F,G,H +35/-52.5 +351-52,5 +35 / -52�5 +35/-52.5 +35/-52,5 +35/-52.5 +351-50.9 +35/440,9 V +35/-35 A +351-501 +35 / 45.9 +35144.8 +351-41,1 +351-37,1 +33/-33 +28,8 / -28.8 + _9 _ +25,91-2&9 -7- 2451-24.5 47.5 B +35/-52.5 +35 / -52,5 +35 / -52,5 +35/-52,5 +35/-52,5 +35/-52.5 +35/-50.9 +351-40.9 +35/-35 E +35/-52.5 +35/-52.5 +351-52.5 +35 / -52.5 +35 / -52.5 +351-52.5 +351 -50,9 +351-40.9 +351-35 C,D,F,G,H +35 / -52.5 +35 / -515 +35 / -515 +351-52.5 +35/-52,5 +351-52.5 +35 / -%9 +351-40.9 +351-35 A +35/-47.1 +351-40.7 +35140-7 +351-38.5 +34.5 / _34.5 +30,51-30.5 +26,5 / -26.5 +24.11-24.1 +22,61-22,6 51.5 B +35152.5 +351-52.5 +351-52.5 +35/-52.5 +35/-52.5 +35/-52.5 +35/48.3 +35/40.9 +35/-35 E +35/52.5 +35/52.5 +35 / -52.5 +351-62.5 +35/52.5 +35/52.5 +35/47.8 +35140,9 +351-35 C,D,F,G,H +351-52,5 , +35/-62,5 +35 / -52.5 +351-52,5 +35/-52,5 +35/-52,5 +351-50.9 +35 / -40.9 +351-35 A +35/44 +351-36,9 +35/-37 -735 / -353 +731,6 / -31 .6 728A / -28,4 +243 / -243 +22A / -224 +20,81-20.8 55.5 B +36/-52.5 +351-52.5 +351-525 +35/-52.5 +351-521 +35/-50 +35145 +35/40.9 +35/-35 E +35/-52.5 +35/-52,5 +351-52.5 +351-52.5 +35/-52.5 +35151,2 +35 / -44A +35/-40.4 +35/-35 C,D,F,G,H +35/-52,5 +35 1 -525 +35 / -525 +351-525 +35/-52,5 +351-52.5 +35/49.8 +35 / 40.9 +35/-35 A +35/41.5 +31.6 / -31.6 +31.6 / -31 .6 1 +31,2 / -31.2 +28,9 / -28-9 +25.8 / -25,8 +22.61-22,6 +20,3 / -20.3 +19A / -19A 61.5 B +351-52,5 +351-526 +35 / -51.3 1 +351-48.1 +35 / -46;9 +351-45 +35 / 41A +35/-38,1 +35/-35 E +351-52.5 +351-52.5 +35/-52.5 +35152,5 +35149,8 +35/46.1 +35/40.7 +351-36.6 +34.51-34.5 C,D,F,G,H +35/ 52.5 +35 / -52.5 +35 / -525 +351-52.5 +35149.8 +35 / 46.1 +351-424 +35140A +351-35 A +35/40 +29. 11 -29A +28.51-28.5 +28.81-28,8 +26,81-26.8 41-24.4 7_ +20,91-20,9 71 9A/-19A +1771-177 66 B +35/-52.5 +35/52.5 +351-47,5 +351-43A +35142.5 +351-41.6 +35/-38.2 +351-35,8 +33.4 1 -33A E +35152.5 +351-52A +35/-51.2 +35/-50.2 +35 / -45A +351-41.8 +35/-37,7 +34.3 / -34.3 +31.91-31.9 C,D,F,G,H +351-52.5 +35/-52.5 +35 / -52,5 +35/-50.2 +35/45,4 +35141.8 +351-38.2 +351-36.2 +351-35 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE FW21 50A, Cws LOAT 1900 SW 44TH AVE- OCALA, FLORIDA 34474 WWw'CWS'CC 7000 ALUM. HORZ. SLIDER NON -IMPACT < K 'wu -wo 00 w zOK Of Z ZX2<wwoo 0 0 0t--06<r_ =w 0 U) l- Z a- P 0) E 0 Z Z-W-Zt-00 OOD --wDo- < -ZOWZ <3�:Ow-mo- 2 , U) U >- D �.: 0 U_ 0-) 0 w U) w Z-Yw 0 co ES. CL 0 X PLpR4DA APPROVAL NO.: 7013 Iffif, No. 58201 X_*_'2__ STATE CW 9125/2023 LUCAS A. TURNER, P.E, FL PE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Tre TrI Camden, TN 38320 PH, 941-380-1574 rHEET DESCRIPTION: COMPARATIVE ANALYSIS XOX 1/4-112-1/4 )RAWN BY: DATE: MCS 9122/2023 TWO -#- REV.: CWS-172 G 'CALE: --SHEET 1:1 5 OF 10 INTERIOR SECTION VIEW A -A ITEMS USED BUT NOT SHOWN FOR CLARITY: 5, 7, 14, 17, 19, 21, 29, 30, 33-35, 37, 41-43, 48 I SECTION VIEW C-C ALT . FIN FRAME NOTE: SLIP ON NAILING FIN USED TO CREATE FIN SILL. IEEE SECTION VIEW B-B ALTERNATE HD FIXED RAIL FWA Cws ('65 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 7000 ALUM. HORZ. SLIDER NON -IMPACT < _z 3: < z 3: 0- I- owo wwo w o z zru-InOz Fzw 0 CK 3: E Z ZT2<wwoo Ci 0 01-0<='Ef CO 6z a- P U) a- z < >_ of ZC6 w 0 9 2 u_ U) 0 w 0) W = ZW 0 -J to r- - rL o� 0 �� w 0 w l__ a- 1: R, >- Ef m w 3: w U) FLORIDA APPROVAL NO.: 7013 No, 58201 STATE OF 9/2512023 LUCAS A. TURNER, P.E. FL PE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS ox DRAWN BY: ATE mcs 9/22/2023 DWG #: REV,: CWS-172 G SCALE: SHEET 1:1 6 OF 10 M-0 SECTION VIEW D-D ITEMS USED BUT NOT SHOWN FOR CLARITY: 5, 7, 14, 17, 19, 21, 29, 30, 33-35, 37, 41-43, 48 9m?"_vq SECTION VIEW F-F ALT. FIN FRAME NOTE: SLIP ON NAILING FIN USED TO CREATE FIN SILL. SECTION VIEW E-E Cws 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cwS.CC 7000 ALUM. HORZ. SLIDER NON -IMPACT Z 0 Wwoci <rqw w Z0Z 0�_-t a P w Z F-- ZM2<frwOO 0 OrOrjl_Df <M W t- Z a- i v) d- :OS) Z 0 Z;Z ov�_Z DOZ; of (00 Z) w 00 w � 0 Z5 w U) ILI 0 _j 03 1-- T a_ o w 0 CL FLORIDA APPROVAL N6.: 7013 Z-0 No�582011 avii Sweol 9125/2023 FL PE # 58201 ALTERNATE HD FIXED RAIL Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc T'I Camden, TN 38320 PH, 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS XOX DRAWN -BY. MCS 9/2212023 DWG #: REV-' CWS-172 G SCALE: SHEET 1:2 7 OF 10 ITEM PART # DESCRIPTION MATERIAL 1 S-1077 Fr. Head, Fig. Alum A'uj — 2 _7_ -1140 Fr. Sill, HS-7000 Alum m 3 S-1043 Fr. Jamb, HS-7000,T _Jb. �Alurn 5 S-1500 Fr, Jamb, Fin., Head Alum 6 H-1 569 HD Fixed MIR Rail Alum Alum Alum Alum Alum Alum 19 P-3042 Sash End Cap Nylon 20 1 P-3044 jAnti-Lift Stop Nylon 21 P_ P-3043 3'143 Sash Stop RubEe-r- 22 P-4707 4707 SWEEP LOCK, AMBIDEXTROUS (3500/7000) Plastic 3 P-31 00 Weep Cover, open Nylon 25 P-3309 Wstp., 0.210 x .187 back FinSeal, Black, SoftTouch 26 P-3011 Wstp., 0.350 x .187 back, foam filled bulb w/wands 27 P-3305 Wstp., 0.270 x .187 back FinSeal, Black, SoftTouch P-3304 Wstp., .180 x .187 Back, Fin, UltraFin 2 P44144 #8 x 1.000 w/ 1/4 lead Quad Type A SMS Steel 30 P-3635 P_36 5 1#8 x 0.750 Quad PH Type A SMS steel 31 P_ 51 5 IEP-3515 1#8 x 0.625 Ph FH Type A SMS Steel 40 P-3352 I SeL Bik., 85 Dur., 118" x 5/8" x 2" Lg. Rubber 44 GLASS SEESHEET2 46 P-3218 IScreen Frame RoliForm 47 1 P4754 ISCREEN CORNER KEY (Roliform Screen I` Offset "si Rollf'orm 48 1 P4769 126"- BetterVue Insect Screen, I8xI6 -- 2" 2" 2 13/16" L�4 23 /4' 5 —1/16" 1/1, 1/16" FIN HEAD S-1500 SILL H-I 140 2 1/4" LIE, 7 FIN JAMB S-1052 [-- 1 1/2" F II4�nf — 13 2 1116" �2 1/16" L Pi/l, LIFT RAIL H-I 181 1 6 1/1 F 1 5/8" L 1116' FIXED RAIL H-1563 ;0 1 P-4755 ISCREEN CORNER KEY (Roliform Scrn 1" Offset "w/ safety tab il I P-3195 ISPRING, NO HOLE TENSION C-8400 i2 P-3431 JGLAZING BEAD, SINGLE GLAZED 10 - -11/16"- A13//I 6" 5181, 5/8" LSASH TOP/BOT RAIL S-1073 INSULATED GLAZING BEAD P-3020 MONOLITHIC GLAZING BEAD P-3431 LINE ITEMS NOTE USED: I NOTE: ALL ALUMINUM EXTRUSION ARE 6063-T6 UNLESS OTHERWISE NOTED. 24,45 19/16" 2" -ILI r/16 FLANGE JAMB S-1043 1 518" 1 12 1/16" IF PULL RAIL H-I 138 1 3/4" k L-ill NAILING FIN S-I 123 2 9/16' 6 1/16 15/8fE]V" HD FIXED RAIL H-1569 2" 2" 2" FLANGE HEAD S-1077 314" 5/8 15 1/16 SCREEN CATCH S-1074 FRAME CORNER CONSTRUCTION A Ak Cws a !w0'CW' '900 SW 44TH AVE. 0 CALA, FLORIDA 34474 w'9 C w S"C C 7000 ALUM. HORZ. SLIDER NON -IMPACT SASH CORNER CONSTRUCTION < z Q _0 I- QW0 wwoo Z w _j 0 w ZOZ a >_ 0 [if LL huj zi-3S2T Z Z=2<wwoo 0 01-06<=�ffr U) I-Z 0- F- U) a- - D 0 __Z 0 ? 0 , I- LOL 2 CZ) >- <3:0w-TOZ_ IK 2 w 00�->-D -2 � w 0 w U) w u- U) CC Zmw 0 _j U) f_ n- cr� 0 co o w l.- 0 D_ 2 1: ct� w U) 314" M Cr , 5/81, — FLORIDA APPROVAL NO.: 16 7013 T SCREEN CATCH S-1642 No. 68201 5/16" a'F-- 2", STATE OF 2 9/16" 14 I— 1 1/4" lilt 11161 1 9/25/2023 ANCHOR CLIP - 1465 ANCHOR CLIP - 1197 3/8" 0 1/4" �fl II2' II II V, PLAN VIEW 5/16" 0 1/4" II I) IT 2" II I I., PLAN VIEW LUCAS A. TURNER, P.E. FL PE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc Tri Camden, TN 38320 PH. 941-380-1574 IVICS 9/22/2023 VG #: REV.: CWS-172 G :ALE: SHEET 1:2 8 OF 10 e { 6" (T� ANCHOR LAYOUT - (FLANGE) THRU FRAME AND/Oft CLIP (MASONRY OR WOOD OPENING) 4" MAX 13 1/2" MAX O.C. (7 i`P) 4 $« 4" MAX i SEE NOTE 3 (TYP) 14 112" INSTALLATION yy ANCHORS TYP. MAX0.a 0 ANCHOR LAYOUT -(FIN) INSTALLATION THRU NAILING FIN (WOOD OPENING) ANCHORS TYP SEE NOTE 3 61, MAX (TYP) 13 1/2" MAX O,C, SEE NOTE 2 4° MAX (TYP)FT6" 8" MAX O.C. MAX — 3�.— 6�� 4" MAX J_ (--"°i_ 8" (TYP) {TYP} ^� 8" MAX MAX O.C. p O.C. NOTES: 1, INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME OR FIN. SILL ANCHOR SPACING SAME AS HEAD, 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (E N} DENSITY PLASTIC OR BETTER, WOOD SHIMS ARE NOT ALLOWED, THRU FRAME & CLIP {MASONRY OR WOOD OPENING) THRU NAILING FIN (WOOD OPENING) 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 10. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOWCMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9116" FOR MASONTRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE(, SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: - FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(EXTERIOR DOORS) Z ct Z3: Z Ill O LE .3 0 ZOZ o—=H z��w= LL Z F-w zs2¢awOO 0 0U) Za- a- �z d t--�p:6D-Z If w� ZU O uhti 0 CK wT Q a wfl. FLORkDA APPROVAL NO.: 7013 9/25/2023 LUCAS A. TURNER, P.E. FL PE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Trc Tri Camden, TN 38320 PH, 941-380-1574 MEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES ,RAiWN BY: DATE MCS 9/22/2023 IWO#: REV.: CWS-172 G KALE: SHEET 1:28 9 OF 10 MIN. EDGE DIST SEE TABLE I SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT - BYINSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE BY INSTALLER TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE I L— 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE I MIN. EMBEDMENT SEE TABLE 1 1/4" MAX, SHIM - ANCHOR CLIP - S-1465 ANCHOR CLIP - 5-1465— INSTALLATION ANCHOR SEE TABLE 1 114* MAX SHIM INSTALLATION ANCHOR 71 SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT MIN. EMBE BY INSTALLER SEE TABLE INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN ------ 4- MIN. EDGE E GLE DMENT E 1 DIST. SEE TABLE 1 VERTICAL SECTION 10 TYPICAL SILL (CLIP) ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 1/4' MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 MIN. EDGE DIST SEE TABLE I 'kcws IpAr iO SW 44TH AVE. ALA, FLORIDA 34474 vw_cws.cc SEALANT BEHIND FLANGE j SUBSTRATE BY OTHERS I BY INSTALLER SEE TABLE I PERIMETER SEALANT BY INSTALLER q z < INSIDE AND OUT i- Z owu u)[Doci w-jo <C o w (-B HORIZONTAL SECTION Uj 0 ZoZ Q U) 0 Q 10 TYPICAL JAMB ANCHORAGE U- I-- W 2; 1-- � 2 Z Z = < w w o C) 0 0 t- 0< 'j e- 0 0 0 U) FP U) a- " Z zoozo - o MIN. EDGE EDIST. 5 3�: 2 2i SEE TABLE 1 o 0 U) a w to w Z U) F 0 C� 0 ul 1.- 0 M C'e T (Z a- ul U) FLORIDA APPROVAL NO 7013 SEALANT BEHIND FLANGE SUBSTRATE BY OTHERS �t 'DIIj1Ilj/' BY INSTALLER TABLE 1 PERIMETER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT HORIZONTAL SECTION F_v o-58201 �O TYPICAL CLIP ANCHORAGE ty jlA:l HEAD SIMILAR FOR CLIP INSTALLATION 4TATE OF pq "t e'v's MIN. EDGE DIST. SEE TABLE I �i4 1106- V%N NOTE: 1/4" MAX. SHIM 9/25/2023 WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SHOWN ON THIS SHEET, DESIGN PRESSURE IS LIMITED TO -/-30 PSF. MIN. EMBEDMENT LUCAS A. TURNER, P.E. SEE TABLE I FL RE # 58201 Turner Engineering & Consulting, Inc. 2428 Old Natchez Tic TrI SEALANT BE -HIND FIN SUBSTRATE BY OTHERS L Camden, TN 38320PH.BYINSTALLER SEE TABLE 1 P941-380-1574 . PERIMETER SEALANT SHEET DESCRIPTION: INSTALLATION ANCHOR INSTALLER SEE TABLE 1 INSIDE AND OUT INSTALLATION DETAILS DRAWN RY DATE: D't HORIZONTAL SECTION MCS 9/22/2023 10,) TYPICAL FIN ANCHORAGE HEAD & SILL SIMILAR FOR FIN INSTALLATION DWG#. REV_ SILL WILL REQUIRE USE OF NAILING FIN - S-1123 CWS-172 G _SCALE' SHEET 1:2 10 OF 10 FL # FL13192-R7 Application Type Revision Code Version 2023 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer James Hardie Building Products Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 (909) 681-7872 alex.haldeman@jameshardie.com Authorized Signature Alexander Haldeman alex.haideman@jameshardie.com Technical Representative Alex Haldeman Address/Phone/Email James Hardie Building Products 10901 Elm Ave. Fontana, CA 92337 (909) 681-7872 alex.haldeman@jameshardie.com Quality Assurance Representative Alex Haldeman Address/Phone/Email James Hardie Building Products 10901 Elm Ave, Fontana, CA 92337 (909) 681-7872 alex.haideman@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity ICC Evaluation Service Quality Assurance Contract Expiration Date 03/31/2024 Validated By ICC Evaluation Service, LLC. Certificate of IndependenceIndependence for _Evaluatign.pdf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2016 ASTM E330 2021 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 08/21/2023 Date Validated 12/20/2023 Date Pending FBC Approval Date Approved 12/30/2023 Summary of Products FL # Model, Number or Name Description 13192A Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation instructions Approved for use in HVHZ- Yes FL1319 R7 11 EdZP_2290pglf Approved for use outside HVHZYes Verified By: ICC Evaluation Service, LLC Impact Resistant. N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other, Ft 3192 R7 AE BSR-2290,pdf 13192,2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ.- Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL13192 R7 AE ESR-2290pift —13192.-3 :H:,.,d,eShingle Individual Sh,.,gl,, fl'o,,-cment individual cladding shingl,,. Limits of Use Installation Instructions Approved for use in HVHZ: No EL13192 R7 II ESR-2290,p-df Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure, N/A Evaluation Reports Other: EL13192 R7 _AE ESR-2290,p f 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No EL13192 R7 1_1 ESR-2290.p f Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant. N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL13192 R7 AE ESR-2290,p�df 13192,5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes j EL13192 R7 II ESR-2290.p f Approved for use outside HVHZ- Yes Verified By: ICC Evaluation Service, LLC Impact Resistant. N/A Created by Independent Third Party: Design Pressure. N/A Evaluation Reports Other: EL13192 R7 AE ESR-2290.pdf E9 KE Contact Us :: 2601 Blair Stone quad, Tallahassee FL 32399 __ The State of Florida is an AA/EEO employer. Copyright RrbLacy.Statement :: �Accessibility St algment :: Egfund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. *Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here , Product Approval Accepts: MOMERE EVA UATION SERVICE41' 01961MIM-01 MISR IMES Evaluation Report Reissued March 2022 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMBS HARDIE BUILDING PRODUCTS, INC. EVALUATION SUBJECT: HARDIEOSHINGLE PANELS, HARDIE@PLANK LAP SIDING, ARTISAN@ LAP SIDING, AND HARDIEOSHINGLE INDIVIDUAL SHINGLES 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: m 2021, 2018, 2015, 2012, 2009 and 2006 International Building CodeO (IBC) im 2021, 2018, 2015, 2012, 2009 and 2006 International Residential CodeO (IRC) 0 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 2009 113C code sections referenced in this report are the same sections in the ADIBC. Properties evaluated: • Weather protection • Structural im Types 1, 11, 111, and IV (noncombustible) construction • Fire -resistance -rated construction • Thermal resistance 1.2 Evaluation to the following green standards: 2020, 2015, 2012 and 2008 ]CC 700 National Green Building Standarem (ICC 700-2020, ICC 700-2015, ICC 700-2012 and ICC 700-2008) Revised December 2023 This report is subject to renewal March 2024. 10fir: �* �' I The exterior sidings are single -faced, cellulose fiber — reinforced cement (fiber -cement) products. Exterior sidings are identified as HardieOShingle panels, Hardie0plank (CemplankO, PrevailO, and RFCO) lap siding, ArtisanO Lap Siding, and HardieOShingle individual shingles. The products comply with ASTM C1 186, as Grade 11, Type im MON with ASTM E1136. Thermal conductance (K) and resistance (R) values for the products are as shown in Table 2 of this reporti based on testing in accordance with ASTM C1 77 The attributes of the fiber -cement sidings have been • decisions on compliance for those areas rest with the user of this report. The user is advised of the project -specific provisions that may be contingent upon meeting specific • 11111016 M-6 NUNN= V-0-M-1 W&O will HENEEM 11�77MTIJ "ji "t I�JIQ Pat 1QJQ' t I I and RFCO) lap siding, ArtisanO Lap Siding, and HardieOShingle individual shingles are supplied either coated, or uncoated for subsequent application of a compatible exterior -grade top coat, Nominal product dimensions are noted in Table 1. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as Z,1LQ AM to any finding or other matter in this report, or as to any product covered by the report u Copyright @ 2023 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 31 ESR- 2290 1 Most Widely Accepted and Trusted Page 2 of �1 half-round,staggered-edge, and mquore-edge. MardieOShngle individual shingles are offered in two configurations: staggered -edge and aquare-edQe, 3.3 Fasteners: Fastener type, size, spacing and installation method must beusshown |nthe tables ofthis report. Fasteners must be made from corrosion -resistant steel. 4.0 DESIGN AND INSTALLATION auls= Walls The maximum basic wind speeds for positive or negative transverse load resistance of HardieOShingle 0) siding, ArtisanO) Lap Siding, and HardieOShingle individual shingles are presented in Tables 3 through 13. 4.2.1 General: Installation must comply with this report, and acopy ofthis report must heavailable otall times on thajobade during installation. All products maybe out to shape on -site bythe soom-ond-anapmethod using aauore- mnd~anap knife, o hand guillotine ura handsaw utilizing a carbide blade, Aclear distance of0inches (152mm)must be maintained between the siding and the earth. Unless otherwise noted inthis report, the products must beinstalled in accordance with 2021 and 2018 IBC Section 1484.18; 2015. 2012. and 2008 IBC Section 1405.18; 2086 |8C Gectione14U5.15. 1405.10'and 14O5,17;2021.2O18and 2015|RCSection R7O3.1Oand Table R7U3.3;2U12.2OOQ. and 2006 |RC Section R703.10 and Table R7034` as applicable, 4.2.2 Hsrd1emShimg|e Panels: When installation is on wood or metal framing mambera, with or without mmud structural panel sheathing, uwater-resistive barrier must be applied over the wood or metal framing members or wood structural panel sheathing inaccordance with the applicable code, The panels must befastened in accordance with the provisions ofTable 4ofthis report. A1/s-inoh(82mm)gap must beleft atlocations where the siding butts against door and window trim and etinternal or external corners; such gaps must beflashed |naccordance with the applicable code, then caulked. Vertical joints must occur over framing members and must be sealed with caulking urcovered with battens. Horizontal joints must be flashed with meta|Z-Maahing and occur over solid blocking orwood structural panel sheathing. 4.2.3 HaoiieOP|ank (Cemp|ankO, PrevaUm. and RFCO) Lap Siding: When installation isonwood framing members, metal framing membem, or wood structural sheathing, the lap siding must be fastened either through the overlapping planks (face nailed) orthrough the top edge ofsingle planks (blind nailed) inaccordance with the provisions ofTable 4of this report. Awmtepnaaiative barrier must beapplied over wood ormetal framing members or wood atmotuns| panel sheathing in accordance with the applicable code. Lap siding installed over walls constructed ofconcrete masonry units complying with ASTK8 C90 must be applied in accordance with Tables 5 through 10. The lap aiding naquinao the use of starter strip to set the hnat course on the proper angle and 0ocreate adrip edge, Vertical joints must occur over studs, except where the "off -stud splice device" is installed or where the planks are installed towood structural panel sheathing complying with the applicable code, and must bestaggered nnsubsequent courses. Where the "off -stud splice device" is inoto||ed, the splice device's bottom lip must bsplaced over the adjacent solid course ofplanks. The plank must then befastened to the framing with corrosion -resistant fasteners. The abutting plank must bopositioned and fastened into place ensuring that the lower edges of the two planks align. The metal device must balocated centrally over the vertical joint. Vertical joints between planks must belightly butted or gapped and must be protected by one of the following methods: (a) sealed with caulking in accordance with the caulk manufacturer's published gapping requirements and caulking application instructions; o, (b) covered with on H-section joint cover; or (o) located over a strip of non -perforated flashing complying with A8TMD228.Type | felt, orother approved flashing. Trim and comers must be installed, and the siding must b*finished inaccordance with the manufacturer's application instructions. A 1/8-inch (3.2mm)gap must beleft otlocations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints must bo flashed with Z'8aah|ng and occur over solid blocking or wood structural panel sheathing. 4.2.4 ArtisamOLap Siding: When installation imonwood framing members, metal framing members, or mmmd structural sheathing, the lap siding must befastened through the top edge ofsingle planks (blind nailed) in accordance with the provisions ofTable 4ofthis report, A water -resistive barrier must be applied over wood or mabs| framing or wood structural panel sheathing in accordance with the applicable node. Lap aiding installed over walls constructed of concrete masonry units complying with A8TM CSO must be applied in accordance with Tub|ma 5 through 1U.The lap siding requires the use ofostarter strip to set the first course on the proper angle and to create a drip edge. Vertical joints must bemade off-stud.Joints may be located centrally between studs but nucloser than 4inches (102mm) from the edge ofastud. Nails must not beplaced within 1inch (254mm)ofthe end ofthe planks. Vertical joints must bestaggered onsubsequent courses. The plank must then be fastened to the framing with corrosion - resistant fasteners, Vertical joints between planks must be lightly butted and must be located over a strip of non -perforated flashing complying with A3TMD228.Type { felt, urother approved flashing. Trim and corners must beinstalled, and the siding must be finished in accordance with the manufacturer's application instructions. A'/8'inoh(32mm)gap must beleft at the locations where the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable oode, then caulked, Horizontal joints must be flashed with Z-flashing and must occur over solid blocking or wood structural panel sheathing. 4.2.5 HardiewSh|ng|e Individual Shingles: When installed unwood structural panel sheathing, the cladding shingles are fastened in accordance with the provisions of either Table 11.12.or13ofthis report. Awater-resistive barrier in accordance with the applicable code must be applied over the wood -based sheathing substrate towhich the shingles are attached. The individual shingles require the use ofmstarter strip to set the first course onthe proper angle and tocreate edrip edge. The nominally 11/4-inoh+vide-by-1/4-innh-thiokatarter strip and aminimum 81/4-|nuh+wide(21Omm)HordiemP|mnk (Cemp|ankO. PravailO. and RFCO) lap siding starter course are installed over the water -resistive barrier with the bottom ESR- 2290 1 Most Widely Accepted and Trusted Page 3 of 31 of the starter strip and starter course even with the bottom of the bottom plate. Shingles are spaced a maximum of 1/4 inch (6.4'mm) apart; leaving a minimum side lap of 11/2 inches (38, mm) between the joints of successive courses. Fasteners must be spaced a minimum of 3/4 inch (19 mm) and a maximum of 1 inch (25.4 mm) from shingle edges and must be positioned to be covered a nominal 11/4 inches by the succeeding shingle course; for 12-inch- wide (305 mm) shingles, the third nail (see Table 14) must be installed mid -span of the shingle. Mails must secure shingles but must not be over -driven. Trim and corners must be installed, and the shingles must be finished in accordance with the manufacturer's application instructions. A 1/8-inch (3.2 mm) gap must be left at locations where the shingle butts against door and window trim and at internal or external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints must be flashed with Z-flashing. 4.3 Fire -resistance -rated Wall Assembly (Hardie°Plank (CernplanlO, Prevail', and RFCO) Lap Siding): The asymmetrical, load -bearing, one -hour fire -resistance - rated wall assembly must consist of nominally 2-by-4 wood studs spaced a maximum of 24 inches (610 mm) on center, with two top plates and a single bottom plate. One layer of a/i-inch-thick (15.9), Type X, gypsum wallboard complying with ASTM C36 or ASTM C1396, 48 inches (1219 mm) wide, must be applied vertically to the interior face of the studs and secured with minimum 13/4-inch-long (44 mm) cup -head gypsum wallboard nails, spaced 7 inches (178 mm) on center at board edges and intermediate framing members. All board joints must be backed by framing. The 5/8-inch-thick (15.9 mm), Type X, gypsum wallboard joints and nail heads must be finished in accordance with ASTM C840 or GA216. The exterior face of the wall must be covered with one layer of ('12.7 mm), Type X, water-resistant core treated gypsum sheathing complying with ASTM C36 or ASTM C1396 and one layer of maximum 12-inch-wide (305 mm) HardieOP[ank (CemplankO, Prevail°, and RFC°) lap siding lapped a minimum of 11/4 inches (32 mm), The 1/2-inch-thick (12.7 mm), Type X, water-resistant core - treated gypsum sheathing must be applied vertically to the exterior side of the framing members with vertical edges staggered 24 inches (610 mm) from the joints on the opposite side. All board joints must be backed by framing. The 1/2-inch-thick (12.7 mm), Type X, water-resistant core -treated gypsum sheathing must be fastened to the framing members with 13/4-inch-long (44 mm) roofing nails spaced 7 inches (178 mm) on center in the field and 4 inches (102 mm) on center along the perimeter of each board, The outer layer of 5/16-inch-thick (7.5 mm), minimum 12-inch-wide (305 mm) Hardie°Plank (CemplankO, PrevailO, and RFCO) lap siding must be applied over the 1/2-inch-thick (12.7 mm), Type X, water-resistant core -treated gypsum sheathing by attaching 11/2-inch-wide (38 mm) Hardie°Piank (CemplankO, Prevail°, and RFCO) starter strips through the gypsum sheathing into the bottom plate and 12-inch-wide (305 mm) Hardie°Plank (CemplankO, Prevail°, and RFCO) lap siding applied horizontally with a minimum nominally 11/4-inch head lap, and fastening with a.single 6d corrosion -resistant common nail driven through the lapped planks into each stud. The axial load must be the lesser of the fallowing, provided structural consideration for axial, flexural and bearing perpendicular -to -grain stresses is in accordance with ANSI/AWC NDS-2018 for the 2021, 2018 IBC and IRC; ANSI/AWC NDS-2015 for the 2015 IBC and IRC; ANSI/AF&PA NDS-2010 for the 2012 IBC or IRC (-2005 for the 2009 and 2006 IBC or IRC): 1. Maximum 100 percent of full allowable axial compressive design load permitted for the wood species, 2. Maximum allowable wood axial stress of 0.78 R, which must not exceed 0.78 F� at a slenderness ratio le/d of 33. RMEMEZEEMMEMM The Hardie°Shingle panels, HardieOPlank (Cemplank®, Prevaii°, and RFCO) lap siding, Artisan® Lap aiding, and HardieOShingie individual shingles described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 James Hardie° Building Products, Inc, products listed in this report must be installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturer's instructions, this report governs. 51 Hardie°Shingie panels, HardieOPlank (CemplankO, Prevail°, and RFCO) lap siding, ArtisanO Lap Siding, and HardieOShingle individual shingles must be installed on exterior walls braced in accordance the applicable code. 5.3 Design wind speeds applied to James Hardiee sidings described in this report must be determined in accordance with the applicable code and must be less than those shown in the wind speed tables in this report, 5A The sidings must be installed over a code -complying water -resistive barrier and as noted in this report. 5.5 For use in fire -resistance -rated construction, installation must be in accordance with Section 4.3. 5.6 Flashing must be installed at all penetrations and terminations in accordance with the applicable code. 5.7 Under the 2021 and 2018 iBC Section 1402.5; and 2015 or 2012 IBC, Section 1403.5, installation on exterior walls of buildings of Type 1, 11, 111, and IV construction is limited to buildings that are not greater than 40 feet in height above grade plane and that feature a combustible water -resistive barrier, except as permitted under Exception 2 of the 2021 and 2018 iBC Section 1402.5 and 2015 IBC Section 1403.5. 5.8 The products are manufactured at the following locations, with quality control inspections by ICC-ES: • Cleburne, Texas • Peru, Illinois • Plant City, Florida • Prattville, Alabama Pulaski, Virginia Sparks, Nevada Tacoma, Washington Waxahachie, Texas • Fontana, California • Summerville, South Carolina ESR- 2290 1 Most Widely Accepted and Trusted Page 4 of 31 6.0 EVIDENCE SUBMITTED number, the product name, the name of the inspection Data in accordance with the ICC-ES Acceptance Criteria for agency, ICC-ES, and the evaluation report number Fiber Cement Siding Used as Exterior Wall Siding (AC90), (ESR-2290). dated October 2020 (editorially revised December 2020). 7.2 The report holder's contact information is the following: 7.0 IDENTIFICATION JADES HARDIE BUILDING PRODUCTS, INC. 7.1 Pallets of the James HarclieO Building Products, Inc., 10901 ELM AVENUE HardieOShingle panels, HardieOPlank (CemplankO, FONTANA, CALIFORNIA 92337 PrevailO, and RFC') lap siding, ArtisanO Lap Siding, (909) 942-7343 and HardieOShingle shingles must carry a label )8�. anneshardie-com bearing the manufacturer's name and telephone TABLE I -STANDARD NOMINAL PANEL, PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH (INCHES) LENGTH THICKNESSES (INCHES) HardieOPlank lap siding 4, 51/4,6,61/4,7114,71/2,8, 81/4, 91/4, 91/2 & 12 12, 14 feet 5/16 Artisan` lap siding, 51/4,71/4,81/4 12, 14 feet - 5/8 CernplankO lap siding 51/4, 6, 61/4, 71/4, 71/2, 8, 81/4, 91/2 & 12 12, 14 feet 5/16 PrevailO lap siding 5/4, 6, 61/4, 7114, 71/2, 8, 81/4, 91/2 & 12 12, 14 feet 5/16 RFC' lap siding 61/4, 71/2, 81/4, 9112 & 12 12, 14 feet 5/16 HardieOShingle 5-inch exposure 48 14 inches 1/4 (square & staggered edge) HardieShingle 7-inch exposure 48 15'/4, 15'/8 inches 1/4 (square & staggered edge) HardieShingle panel 48 16 inches 1/4 (square & staggered edge) Hardie'Shingle panel 48 16,19inches 1/4 (half round) HardieOShingle individual shingles 5- 31/2, 41/2, 51/2, 7, 8 3/4 14 inches 1/4 inch exposure HardieShingle individual shingles 7- 43/16, 51/2, 6 3/4, 71/4, 10, 15'/4 inches 1/4 inch exposure HardieOShingle individual shingles 6, 8, & 12 18 inches 1/4 For SI: 1 inch = 25.4 mm, 1 ft = 305 mm. TABLE 2-45K" and "R" VALUES FOR FIBER -CEMENT PRODUCTS PRODUCT THERMAL THERMAL ACTUAL THERMAL ACTUAL THERMAL THICKNESS' CONDUCTANCE' RESISTANCE' CONDUCTANCE2 RESISTANCE2 (INCH) KErF = (BTU/HR-FT2--F)IINCH R = I /KFFF (KEFF) (R) 1/4 1.95 0.51 7.80 0.13 5/16 2,07 0,48 6.62 0,15 For SI: I inch = 25.4 ram, 1 Btu/h-ft2 °F = 5.678 W/ml-K 'Based on I inch of panel thickness, 2 Actual value for panel thickness shown. ESR- 2290 1 Most Widely Accepted and Trusted Page 5 of 31 TABLE 3—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) THICK RAM � FASTENER FASTENER � FE PRODUCT S � STUD (]N�) TYPE13 SPACING TYPE' PACING (!N.) (IN.) Attached HardleOShingle 0,090" shank x , to/16' wood /16" WSP Panel (straight or 1/4 O�0.215"'HID x 1112' 13�75 structural attached to half round long ring shank panel framing per installation) nails sheathing code only Attached S Harch0Shingle 0.090" shank x to 7/161, wood /16" WSP PanelI g anal (staggered 1/4 0.215" HD x 11/2" 13.75 structural attached to nstallation) i .t t . I long ring shank panel framing per nails sheathing code only Attached 0.090" shank x to /16" wood 'AG" WSP HardieOShingle 1/4 0.215" HD x 11/2" 8 structural attached to Panel long ring shank panel framing per nail' sheathing code only Attached 0.090" shank x to /16" wood /16" WSP Hardle"Shingle 1/4 0.215" HD x V/2" 6 structural attached to Panel long ring shank panel framing per nail' sheathing code only HardieNall 7" Attached Studless Siding Fastener exposure to/16" /16" WSP HardieOShingle 1/4 (TetraGrip), nailed at 16" a c. wood structural attached to Panel 117" x 1 125" x : (horizontal) panel framing per (PART #650867 and 7" o.c. sheathing code or #650964 (vertical) only Nominal 2x4lor 0.083" shank x Min. No. HardievShingle 1/4 0A87" HD x 11/2" at each 20 ga ' x 16 Panel long ring shank stud' 3.62" x nail' 1 .375` Metal 2x4l or 0,083" shank x Min. No. HardlOShingle 0A87" HD x 11/2 at each 20 ga, x 24 Panel long ring shank StUd3 3.62" x nail' 1.375" Metal 2015 1BC1IRC and 2012 IRC, 2009 2012 IBC (Ulti ate Design ' IBCARC, 2006 m Wind Speed, V.itl,'), 18�11RC 2021 and 2018 (Basic Wind Speed, V..44,6,9,12 IBCARC (Basic Design Wind Speed, EXPOSURE EXPOSURE CATEGORY CATEGORY BLDG. HEIGHT (FT.) B C D B C D 0-15 126 85 163 110 20 121 85 156 110 40 105 85 136 110 60 95 123 0-15 105 85 136 110 20 105 136 40 95 123 60 85 110 0-15 158 143 130 204 185 168 20 158 139 127 204 179 164 40 152 130 120 196 168 155 60 143 124 115 185 160 148 0-15 172 156 142 222 201 183 20 172151 51 138 222 195 178 40 165 141 130 213 182 168 60 156 135 126 201 174 163 0-15 113 102 93 146 132 120 20 113 100 91 146 129 117 40 108 93 86 140 120 110 60 102 89 - 132 115 - 0-15 168 137 116 217 177 150 20 168 137 116 217 177 150 40 168 126 105 217 163 136 60 158 116 105 204 150 136 0-15 147 105 85 190 136 110 20 137 100 85 177 129 110 40 126 95 163 123 60 116 89 150 115 For SI: 1 foot = 305 mm, I inch = 25.4 mm, I mph — 0,44 m/s. 'Values are for species of wood having a specific gravity of 0.40 or greater. 'For application to metal framing members, fasteners must be ET & F Fastening Systems, Inc. ET&F PanelfastO nail, ET & F No. AGS-100-01 50, head diameter= 0,313 in., shank diameter= 0.100 in., length= 1.5 in. Metal studs must be minimum Fy=33ksi. 3For application to ASTM C90 concrete masonry unit wall, fasteners must be either ET & F Fastening Systems, Inc, ET&F block nail (ET & F No. ASM-144-0125, head dia, = 0.30 in., shank dia. = 0A4 in., length= 1.25 in.), Max System block nail (CP-C 832 W7-ICC, head diameter,= 0.30 in., shank diameter.= 0.15 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter= 0.30 in, shank diameter= 0.144 in., length= 1.25 in.), orJaaco Nail Pro (NP145S head diameter= 0.30 in,, shank diameter= 0.145 in., length= 1.25 in.) applied at the equivalent fastener or stud spacing, 4Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kit= 1, Kd= 0.85, GCpj= 0,18., GCp=-1A, 6For application to wood framing or wood -based sheathing, the minimum fastener penetration must be I inch into framing or the sheathing thickness as applicable, 6VaM= nominal design wind speed, 'Vit = ultimate design wind speed, aWind speed design assumptions per Section 30.4, of ASCE 7-1 O: Kzt = 1, Kd = 0.85, Gcpi = 0,18, GCp = -1.4. 12015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vsd=V.it 40.6 'IV = basic design wind speed 11 Wind speed design assumptions per Section 30.3, of ASCE 7-16: K,, = 1, Kd = 0,85, GCpi = 0A8, GCp = -1 A 122021 IBC Section 1609.3.1, Eqn, 16-17 and 2018 IBC Section 1609,3.1, Eqn. 16-33, Vasa = 1,066 13 Smooth -shank stainless steel nails are outside of the scope of this report. ES Ra 2290 ( Most Widely Accepted and Trusted Page 6 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) 2015 IBC/IRC and 2012 IRC, 2009 12 2012 IBC 2008 IBCIIPCIBC/IRC (Ultimate Design , Wind Speed, (Basic Wind Speed, Vmtt , 9), 2021 and2018 Vasd'"2'15 IBC/IRC (Basin Design Wand S eed, Vt3,,4) PRODUCT EXPOSURE EXPOSURE DIMENSION IN. FASTENER FASTENING FRAME STUD BUILDING CATEGORY CATEGORY PRODUCT TYPE4,16 METHOD' TYPE'$ SPACING HEIGHT THICK. WIDTH (IN.) (FT,) B C D B C D Min, 0-15 168 168 147 217 217 190 &F ET&F pin No. 20 x x ga.x 20 168 168 147 217 217 190 HardielPlank 5/16 4 1.5" x 0. Face Nailed 3.62" x 16 1.375" 40 168 158 137 217 204 177 MD Metal C-stud 60 168 147 126 217 190 163 Min. 0-15 168 168 147 217 217 190 ET&F pin &F No' 20 0 100" x ga.x 20 168 168 147 217 217 190 Hardie®Plank 5/1s 6 1.5" x 0.25" Face Nailed 3.62" x 16 1.375" 40 168 158 137 217 204 177 MD Metal C-stud 60 168 147 126 217 190 163 Min, 0-15 168 168 147 217 217 190 &F ET&F pin No. 20 x x ga.x 20 168 168 137 217 217 177 Mardie®Plank Sl16 6"!4 1.5" x 0 Face Nailed 3.62" x 16 1.375" 40 168 158 137 217 204 177 HD Metal C-stud 60 168 147 126 217 190 163 Mina 0-15 168 158 126 217 204 163 ET&F pin No. 20 71t4 or 0.100" x ga. x 20 168 147 126 217 190 163 HardiOPlank 5/16 71/2 1,5" x 0.25" Face Nailed 3.62°' x 16 1.375" 40 168 137 121 217 177 156 HD Metal C-stud 60 168 126 116 217 163 150 Mina 0-15 168 147 126 217 190 163 ET&F pin No. 20 0.100" x" ga. x 20 168 147 126 217 190 163 MardiePlank 51,s 8 1.5" x 0.25 Face Nailed 3.62" x 16 HD 1,375" 40 168 137 116 217 177 150 Metal C-stud 60 168 126 105 217 163 136 Min. 0-15 168 147 126 217 190 163 ET&F pin No. 20 0.100"x ga.x 20 168 147 116 217 190 150 Mardie®Plank ohs 81/a 1.5" x 0,25" Face Nailed 3.62" x 16 HD 1.375" 40 168 131 116 217 169 150 Metal C-stud 60 158 126 105 204 163 136 Min. 0-15 168 137 116 217 177 150 ET&F pin No. 20 911n or 1/4 x 0.100" x ga. x 20 168 137 116 217 177 150 Hardie®Plank s/1s 1,5" x 0. Face Nailed 3.62" x 16 HD 1.375" 40 158 126 105 204 163 136 Metal C-stud 60 147 116 105 190 150 136 Min, 0-15 145 131 119 187 169 154 ET&F pin No. 20 x 0�100" x ga. x 20 145 127 116 187 164 150 HardieOPlank /is 12 Face Nailed 3.62" x 16 40 139 119 110 179 154 142 1.5" x 0. 1,375" HD Metal-- C-stud 60 131 114 106 169 147 137 Min, 0-15 160 137 116 207 177 150 ET&F pin No. 20 0.100"x x go,x 20 160 137 116 207 177 150 Hardie°Plank 5/16 4 1.5' x 0 Face Nailed 3.62" x 24 1,375" 40 154 121 105 199 156 136 HD Metal 60 145 116 100 187 150 129 C stud Min. 0-15 160 137 116 207 177 150 ET&F pin No. 20 0" x ga. x 20 160 137 116 207 177 150 Hardie '/16 6 1.5" .100x 0. x Face Nailed 3.62" x 24 HD 1.375" 40 154 121 105 199 156 136 Metal C-stud 60 145 116 100 187 150 129 ESR- 2290 Most Widely Accepted and Trusted Page 7 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBC/IRC an 2012 12 IRC, 2009 2012 IBC IBC1IWind I=tC; 2006 (Ultimate Design IBC/IRC Speed, (Basic Wind Speed, Vujtll,'% 2021 and Va.d�,s,lzls 2018 IBC/IRC (Basic Design Wind Speed, �13,14 PRODUCT STUD BUDDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE4,16 METHOD' TYPE1,8 (IN.) (FT.) B C D B C D Min. 0-15 160 137 116 207 177 150 No. 20 ET&F pin ga. x 20 160 126 110 207 163 142 Hardie''Plank she 6114 0.100" x 1.5" Face Nailed 3.62" x 24 x 0.25" HD 1,375" 40 147 121 105 190 156 136 Metal C-stud 60 137 116 95 177 150 123 Min, 0-15 160 116 100 207 150 129 No. 20 71/4 or ET&F pin ga. x 20 158 116 95 204 150 123 HardieePiank 5/16 71/z 0.100" x I.5"" Face Nailed 3,62" x 24 x 0.25" HD 1.375" 40 137 105 89 177 136 115 Metal C-stud 60 126 95 89 163 123 115 Min. 0-15 160 116 95 207 150 123 No. 20 20 158 116 95 204 150 123 ET&F pin ga,x HardieOPlank 5/16 8 0.100" x 1.5" Face Nailed 3,62" x 24 x O,aS" HD " 40 137 105 89 177 136F12 Metal C-stud C-stud 60 126 95 85 163 123 Min. 0-15 158 116 95 204 150 No. 20 ET&F pin ga. x 20 158 105 95 204 136 123 HardieOPlank 1/16 81/4 0.100" x 1.5" Face Nailed 3.62" x 24 x 0,25" HD 1,375" 40 137 100 85 177 129 110 Metal C-stud 60 126 95 85 163 123 110 Min. 0-15 147 105 85 190 136 110 No, 20 91/4 or ET&F pin ga. x 20 147 105 85 190 136 110 HardiOPlank d/16 911� 0.100" x 1.5'" Face Nailed 3.62" x 24 x 0.25" HD 1.375" 40 126 95 85 163 123 110 Metal C-stud 60 126 95 - 163 123 - Min. 0-15 106 96 87 137 124 112 No. 20 ET&F pin ga. x 20 106 93 85 137 120 110 Hardie"Plank '116 12 0.100" x 1,5" Face Nailed 3.62" x 24 x 0,25" HD 1.375" 40 102 87 132 112 Metal - C•stud 60 96 - - 124 - Min. 0-15 158 126 105 204 163 136 No. 20 ET&F pin ga. x 20 158 121 100 204 156 129 HardieOPlank $/16 4 0.100" x 1.5` Blind Nailed 3.62" x 16 x 0.313" HD 1,375" 40 147 110 95 190 142 123 Metal C-stud 60 137 105 95 177 136 123 Min. 0-15 158 126 105 204 163 136 No. 20 ET&F pin ga.x 20 158 121 100 204 156 129 HardieOPlank a/16 6 0,100" x 1.5" Blind Nailed 3,62" x 16 x 0.313" HD 1.375" 40 147 110 95 190 142 123 Metal C•stud 60 137 105 95 177 136 123 Min. 0-15 168 116 100 217 150 129 No, 20 ET&F pin ga. x 20 158 116 95 204 150 123 HardieOPlank 5/16 61/4 0.100" x 1.5" Blind Nailed 3.62" x 16 x 0,313" HD 1375" 137 105 89 177 136 115 Metal C-stud 126 100 85 163 129 110 Min. %40 147 105 85 190 136 110 No. 20 71/4 or ET&F pin ga, x 137 100 85 177 129 110 HardiOPlank 5/16 7�/x 0.100" x 1.5"" Blind Nailed 3.62" x 16 x 0.313"' HD 1.375"' 121 89 156 115 - Metal C-stud 60 1 110 1 85 142 110 ESP- 2290 Most Widely Accepted and Trusted Page 8 of 31 TABLE 4--MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBC/IRC and 2012 IRC, 2009 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, (Basic Wind Speed, Mwe ) 2021 and �a"as,s,az,te I 2018 IBC/IRC (Basic Design Wind Speed, V19,14 PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY TYPE4,16 METHOD' TYPE',' THICK. WIDTH (IN.) (FT,) B C D B C D Min, 0-15 137 95 85 177 123 110 No. 20 ET&F pin ga. x 20 126 95 - 163 123 HardiOPlank 5/16 8 0.100" x 1.5" Blind Nailed 3,62" x 16 x 0.313" HD 1.375" 40 116 85 150 110 - Metal C-stud 60 105 85 - 136 110 Min, 0-15 137 95 177 123 No. 20 ET&F pin ga. x 20 126 95 163 123 HardiOPlank 6/16 81/4 0,100" x 1.5" Blind Nailed 3,62" x 16 x 0.313" HD 1.375" 40 116 85 150 110 Metal C-stud 60 105 136 Min. 0-15 158 110 95 204 142 123 No. 20 ET&F pin ga. x 20 147 105 85 190 136 110 HardieOPlank 5/16 4 0,100" x 1.5" Blind Nailed 3.62" x 24 x 0.313" HD 1,375" 40 126 95 85 163 123 110 Metal C-stud 60 121 95 - 156 123 - Min. 0-15 158 110 95 204 142 123 No. 20 ET&F pin ga. x 20 147 105 85 190 136 110 HardiePlank 6/16 6 0,100" x 1.5" Blind Nailed 3.62" x 24 x 0.313" HD 1,375" 40 126 95 85 163 123 110 Metal C-stud 60 121 95 - 156 123 - Min. 0-15 147 105 85 190 136 110 No. 20 ET&F pin ga. x 20 137 100 85 177 129 110 HardieOPlank 5/16 61/4 0.100" x 1 Z" Blind Nailed 3.62" x 24 x 0.313" HD 1.375" 40 126 95 163 123 Metal C-stud 60 105 89 - 136 115 Min. 0-15 137 95 85 177 123 110 No. 20 71/4 or ET&F pin ga. x 20 126 95 163 123 HardiOPlank 6/16 71/2 0,100" x 1.5" Blind Nailed 3,62" x 24 x 0.313" HD 1,375" 40 116 85 - 150 110 Metal C-stud 60 105 85 136 110 Min. 0-15 126 85 163 110 No. 20 ET&F pin ga. x 20 116 85 - 150 110 HardieOPlank 5116 8 0.100" x 1.5' Blind Nailed 3.62" x 24 x 0.313" HD 1.375" 40 100 129 Metal C-stud 60 95 - 123 Min, 0-15 116 - 150 No. 20 ET&F pin ga, x 20 105 136 HardieePlank 5/16 81/4 0.100" x 1.5" Blind Nailed 3.62" x 24 x 0.313" HD 1.375" 40 95 123 Metal C-stud 60 85 110 0-15 170 170 158 219 219 204 Face Nailed Through 2X4 20 170 169 154 219 218 199 HardieOPlank s/1s 511a 6d common plank wood 16 overlap 40 170 157 145 219 203 187 60 170 151 140 219 194 180 0-15 170 155 141 219 200 182 Face Nailed Through 2X4 20 170 151 138 219 195 178 HardieOlPlank 5/16 61/4 6d common plank wood 16 overlap 40 164 140 130 218 181 167 60 155 135 125 207 174 161 ♦ Trusted Page TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) PRODUCT � STUD PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING THICK, WIDTH TYPE 4,10 METHOD' TYPE" (IN.) Face Nailed Hardie®Plank 5/16 71/4 6d common Through wood 16 overlap Face Nailed HardieaPlank 5116 71/2 6d common Through 2X4 16 plank wood overlap Face Nailed HardieaPlank 5/16 8 6d common Through 2X4 16 plank wood overlap Face Nailed HardieaPlank 5/16 81/4 6d common Through wood 16 overlap Face Nailed HardieaPlank 5/16 91/4 6d common Through 2X4 16 plank wood overlap Face Nailed HardieaPlank 5/16 91/2 6d common Through 2X4 16 plank wood overlap Face Nailed Hardie®Plank 5/16 51/4 6d common Tankh wood 24 overlap Face Nailed HardieaPlank 5/16 61/4 6d common Through 2X4 24 plank wood overlap Face Nailed HardieaPlank 5/16 71/4 6d common Through la wand 24 overlap Face Nailed HardieaPlank 5116 71/2 6d common Throughplank wood 24 overlap 2015IEC/IRC and C a01a IRC, 2009 2012 IBC (Ultimate Design I12 006 Wind Speed, I/1RC,2 vuu10,11) 2021 and (Basic Wind Speed, �asa',s,1z,,s� 24'lS IBCIIRC (Basic Design Wind Speed, V13,14 BUILDING EXPOSURE EXPOSURE HEIGHT - CATEGORY CATEGO (FT.) B C D S C D 0-15 156 142 129 202 183 166 20 156 138 126 202 178 162 40 150 128 118 193 165 153 60 142 123 114 183 159 147 0-15 153 139 126 197 179 163 20 153 135 123 197 174 159 40 147 125 116 190 162 150 60 139 120 112 179 155 144 0-15 147 134 121 190 172 157 20 147 130 118 190 168 153 40 141 121 111 182 156 144 60 134 116 108 172 150 139 0-15 145 131 119 187 169 154 20 145 127 116 187 165 150 40 139 119 110 179 153 141 60 131 114 106 169 147 136 0-15 135 123 111 175 158 144 20 135 119 109 175 154 141 40 130 111 102 168 143 132 60 123 106 99 158 137 128 0-15 133 121 110 172 156 142 20 133 117 107 172 152 138 40 128 109 101 165 141 130 60 121 105 97 156 135 126 0-15 156 142 129 201 183 166 20 156 138 126 201 178 162 40 150 128 118 193 165 153 60 142 123 114 183 159 147 0-15 140 127 115 180 164 149 20 140 123 112 180 159 145 40 134 115 106 173 148 137 60 127 110 102 164 142 132 0-15 127 116 105 165 149 136 20 127 112 103 165 145 132 40 122 105 97 158 135 125 60 116 100 93 149 130 120 0-15 125 113 103 161 146 133 20 125 110 100 161 142 130 40 120 102 95 155 132 122 60 113 98 91 146 1 127 1 118 SR--2290 I �� PRODUCT Hardie®Plank HardieOPlank Most Widely �� PRODUCT DIMENSION THICK. 5/16 5/16 Accepted TABLE 4—MAXIMUM IN. WIDTH 8 8114 and Trusted WIND FASTENER TYPE'"' 6d common 6d common SPEEDS FASTENING METHOD' Face Nailed Through plank overlap Face Nailed Through plank overlap FOR EXPOSURE � FRAME TYPE1,6 2X4 wood 2X4 wood CATEGORY STUD SPACING (IN.) 24 24 (mph) BUILDING HEIGHT (FT.) 0-15 20 40 60 0-15 20 40 (Continued) 12 2012 IBC/Wind (Basic EXPOSURE CATEGORY 0 El 120 115 109 118 118 113 IRC, 2009 2006 IBC/IRC Wind Speed, CD 109 106 99 95 107 104 97 99 97 91 88 97 95 89 Page 20151BC/IRC 2012 (Ultimate vwc16,1+) 2018 IBC/IRC Design EXPOSURE CATEGORY B 155 155 149 141 152 152 146 10 of IBC Design Speed, 2021 Wind Speed, V 3,14 C 141 137 127 122 138 134 125 31 and and (Basic D 128 125 117 113 126 123 115 60 107 93 86 138 120 111 0-15 110 100 91 142 129 117 Face Nailed Through 2X4 20 110 97 89 142 126 115 Hardie®Plank 5/16 91/4 6d common plank wood 24 overlap 40 106 91 137 117 - 60 100 87 129 112 - 0-15 109 99 90 140 127 116 Face Nailed Through 2X4 20 109 96 87 140 124 113 Hardie®Plank 6/16 91/2 6d common plank wood 24 overlap 40 104 89 135 115 60 99 85 127 110 0-15 170 170 170 219 219 219 Face Nailedhroug Tplankh 20 170 170 170 219 219 219 HardieOPlank 5/16 51/4 8d common wood 16 overlap 40 170 170 170 219 219 219 60 170 170 170 219 219 219 0-15 170 170 170 219 219 219 Face Nailed Through 2X4 20 170 170 170 219 219 219 HardieePlank 1/16 61/4 8d common plank wood 16 overlap 40 170 170 161 219 219 208 60 170 168 156 219 217 201 0-15 170 170 160 219 219 207 Face Nailed Through 2X4 20 170 170 157 219 219 203 HardieOPlank S/16 71/4 8d common plank wood 16 overlap 40 170 160 147 219 207 190 60 170 153 142 219 198 183 0-15 170 170 157 219 219 203 Face Nailed Through 2X4 20 170 168 154 219 217 199 HardieOPlank h6 71/2 8d common plank wood 16 overlap 40 170 157 145 219 203 187 60 170 150 139 219 194 179 0-15 170 167 151 219 216 195 Face Nailed Through 2X4 20 170 162 148 219 209 191 HardieOPlank 5/16 8 8d common plank wood 16 overlap 40 170 151 139 219 195 179 60 167 144 134 216 186 173 0-15 170 164 149 219 212 192 Face Nailed Through 2X4 20 170 159 145 219 205 187 HardieaPlank 5I16 8"%4 $d common plank wood 16 overlap 40 170 148 137 219 191 177 60 164 142 132 212 183 170 «,and Trusted Page YPSCJUU(.. I STUD PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING THICK. WIDTH TYPE4,16 METHOD' TYPE',' (IN.) Face Nailed HardieOPlank b/16 91/4 8d common Through 16 plank wood overlap Face Nailed HardieOPlank 5/16 9'12 8d common Through 2X4 16 plank wood overlap Face Nailed HardieOPlank 5/16 51/4 8d common Through 2X4 24 plank wood overlap Face Nailed HardieOPlank 5/16 61/4 8d common Through 2X4 24 plank wood overlap Face Nailed HardieOPlank 5/16 61/4 8d common Through wood 24 overlap Face Nailed Hardie"Plank 5/16 71h 8d common Through plankoverlap wood 24 Face Nailed HardieOPlank 5/16 8 8d common Through plank wand 24 overlap Face Nailed HardieOPlank 5116 81/4 8d common Through wood 24 overlap Face Nailed HardieOPlank 5116 91/4 8d common Through wood 24 overlap Face Nailed Hardle"Piank 5/16 91/2 8d common Through 2X4 24 plankwood overlap 2015 ISO/IRC and 201212IRC, 2009 2012 IBC (Ultimate Design IBCARC, 2006 Wind Speed, IBCARC V." ) 2021 and (Basic Wind Speed, v��a�s 12 aa) 2018 IBCARC (Basic Design Wind Speed, V13,14 BUILDING EXPOSURE EXPOSURE HEIGHT CATEGORY CATEGORY B c D B C D (FT.) 0.15 169 153 139 218 198 179 20 169 149 136 218 192 176 40 162 138 128 209 178 - 165 60 153 133 123 198 172 159 0-15 166 151 137 214 195 177 20 166 146 134 214 188 173 40 159 136 126 205 176 163 60 151 131 121 195 169 156 0-15 160 145 132 207 187 170 20 160 141 129 207 182 167" 40 154 131 121 199 169 156 60 145 126 117 187 163 151 0-15 160 145 132 207 187 170 20 160 141 129 207 182 167 40 154 131 121 199 169 156 60 145 126 117 187 163 151 0-15 159 144 131 205 186 169 20 159 140 128 205 181 165 40 153 130 120 198 168 155 60 144 125 116 186 161 150 0-15 156 141 128 201 182 165 20 156 137 125 201 177 161 40 150 128 118 194 165 152 60 141 123 114 182 159 147 0-15 150 136 123 194 176 159 20 150 132 121 194 170 156 40 144 123 113 186 159 146 60 136 118 109 176 152 141 0-15 147 134 121 190 173 156 20 147 130 118 190 168 152 40 141 121 111 182 156 143 60 134 116 108 173 150 139 0-15 138 125 113 178 161 146 20 138 121 111 178 156 143 40 132 113 104 170 146 134 60 125 1�8101 161 139 130 0-15 136 1 176 159 145 20 136 120 109 176 155 141 40 130 111 103 168 143 133 60 123 107 99 159 138 128 ES R® 2290 1 Most Widely Accepted and. Trusted Page 12 of 31' TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) Y PC4., UU111 STUD PRODUCT DIMENSBON IN. FASTENER FASTENING FRAME SPACING TYPE4�16 METHOD' TYPE1�a THICK. WIDTH (IN.) Min. No. 8-18, No, 20 1-5/8" long x Face ga. x Hardie�Plank/is 4 0.323" HD Screwed 3,62" x 16 ribbed bugle 1,375" head screw Metal C«stud Min, No. 8-18, No. 20 1_1/8" long x Face ga. x HardieOPlank 5/16 6 0,323` HD Screwed 3,62" x 16 ribbed bugle 1,375" head screw Metal C-stud Min, No. 8-18, No. 20 1-6/8" long x Face ga. x HardieOPlank 5/16 61/4 0.323" HD 3,62" x 16 ribbed bugle Screwed 1 375" head screw Metal C-stud Min, No, 8-18, No. 20 7 14 1-5/8""" long x Face ga, x HardieePlank 5/Y6 7 /2 0.323" HD Screwed 3,62" x 16 ribbed bugle 1.375" head screw Metal C-stud Min. No, 8-18, No, 20 1-6/a" long x Face ga. x HardleOPiank 5/16 8 0323" HD Screwed 3.62" x 16 ribbed bugle 1.375" head screw Metal C-stud Min. No. 8-18, No, 20 1 5/a" long x Face ga. x HardieOPlank 6/16 81/4 0,323'" HD Screwed 3,62" x 16 ribbed bugle 1,375" head screw Metal C-stud ^ Min. No, 8-18, No. 20 9 t1 or 1-5/8" long x Face ga. x Hardie®Plank 5/t6 9 /2 0,323" HD Screwed 3,62" x 16 ribbed bugle 1.375" head screw Metal C-stud Min. No. 8-18, No, 20 1 5/a" long x Face ga. x Hardie®Plank 5/16 12 0.323" HD Screwed 3,62" x 16 ribbed bugle 1.375" head screw Metal C-stud Min. No, 8-18, No. 20 1-%" long x Face ga. x Hardie®Plank 1116 4 0.323" HD Screwed 3,62" x 24 ribbed bugle 1.375" head screw Metal C-Stud Min. No. 8-18, No, 20 1 %" long x Face ga, x HardleOPiank 5/16 6 0.323" HD 3,62" x 24 ribbed bugle Screwed 1,375" head screw Metal C-stud 2015IBC/IRC and 2012 IRC, 2009 2012 IBC (Ultimate Design IBCIIRC, 2006 /IRC2 Wind Speed, I Mmi } 2021 and (Basic Wind Speed , �asaa,9,12,16 ) 2018 IBC1IRC (Basic Design Wind Speed, V3,14 BUILDING EXPOSURE EXPOSURE HEIGHT CATEGORY CATEGORY (FT.) B C D B C D 0-15 168 168 137 217 217 177 20 168 158 137 217 204 177 40 168 147 131 217 190 169 60 168 137 126 217 177 163 0-15 168 168 137 217 217 177 20 168 158 137 217 204 177 40 168 147 131 217 190 169 60 168 137 126 217 177 163 0-15 168 168 137 217 217 177 20 168 158 137 217 204 177 40 168 147 126 217 190 163 60 168 137 121 217 177 156 0-15 168 147 126 217 190 163 20 168 147 121 217 190 156 40 168 131 116 217 169 150 60 168 126 105 217 163 136 0-15 168 147 126 217 190 163 20 168 147 121 217 190 156 40 168 131 116 217 169 150 60 158 126 105 204 163 136 0-15 168 147 126 217 190 163 20 168 137 121 217 177 156 40 168 131 116 217 169 150 60 158 121 105 204 156 136 0-15 168 137 116 217 177 150 20 168 131 110 217 169 142 40 158 121 105 204 156 136 60 147 116 100 190 150 129 0-15 168 126 105 217 163 136 20 168 121 95 217 156 123 40 137 110 95 177 142 123 60 137 105 89 177 136 115 0-15 160 137 116 207 177 150 20 160 137 116 207 177 150 40 155 126 110 200 163 142 60 145 116 105 187 150 136 0-15 160 137 116 207 177 150 20 160 137 116 207 177 150 40 154 126 163 142 60 145 116 ]105 E18 150 136 ES R- 2290 I' PRODUCT Most Widely PRODUCT DIMENSION_IN. THICK, Accepted TABLE 4—MAXIMUM WIDTH and Trusted WIND FASTENER TYPE4,16 No. 8-18, 1- Ile" Tong x SPEEDS FASTENING METHOD' Face FOR EXPOSURE FRAME TYPE1,8 Min. No. 20 ga. x CATEGORY STUD SPACING (IN.) (mph) i3Uli-IOINO HEIGHT (FT.) 0-15 (Continued) 2012 12 IBCIIRC (Basic �a��as,i2,is) EXPOSURE CATEGORY B 160 iRG, 2009 IBC, 006 2 I Wind Speed, C 145 D 116 Page 2015 2012 (Ultimate Wind 1�me 2018 IBCIIRC Design EXPOSURE CATEGORY B 207 13 of IBCIIRC IBC Design Speed, ) 2021 (Basic Wind Speed, �13,14 C 187 31 and and D 150 20 160 141 110 207 182 142 Hardie°Plank �/16 61/4 0.323" HD Screwed 3.62" x 24 ribbed bugle 1.375" 40 154 131 105 199 169 136 head screw Metal C-stud 60 145 126 100 187 163 129 Min. 0-15 160 126 105 207 163 136 No.B-18, 1- No. 20 1/4 or 7711/2 5i6" long x Face ga. x 20 160 121 105 207 156 136 HardieOPlank 5/16 0,323" HD Screwed 3.62" x 24 ribbed bugle 1.375" 40 147 110 95 190 142 123 head screw Metal C-stud 60 137 105 95 177 136 123 Min. 0-15 160 126 105 207 163 136 No. 8-18, 1- No. 20 5/8" long x Face ga. x 20 160 121 100 207 156 129 Hardie°Plank 5/16 8 0,323" HD Screwed 3.62" x 24 ribbed bugle 1.375" 40 147 110 95 190 142 123 head screw Metal C-stud 60 137 105 89 177 136 115 Min. 0-15 160 121 105 207 156 136 No.B-18, 1- No. 20 5/8" long x Face ga. x 20 160 121 100 207 156 129 Hardie°Plank 5/16 81/4 0.323" HD Screwed 3.62" x 24 ribbed bugle 1.375" 40 137 105 95 177 136 123 head screw Metal C-stud 60 131 100 89 169 129 115 Min. 0-15 158 116 95 204 150 123 No, 8-18, 1- No. 20 9 /4or 5/a" long x Face ga. x 20 158 110 95 204 142 123 Hardia�Piank slie 91 /z 0.323" HD Screwed 3.62" x 24 ribbed bugle 1.375" 40 137 100 89 177 129 115 head screw Metal C-stud 60 126 95 85 163 123 110 0-15 163 148 134 210 191 173 No. 11 Blind Nailed 20 163 143 131 210 185 169 Hardie Plank s he 5 /4 gauge, 1.25" Through top 2X4 16 long roofing edge of wood 40 156 133 123 202 172 159 nail plank 60 148 128 119 191 165 154 0-15 146 132 120 188 171 155 No. 11 Blind Nailed 20 146 128 117 188 166 151 Hardie® Plank a hs 6 1a gauge, 1.25" Through top 2X4 16 long roofing edge of wood 40 140 119 110 180 154 142 nail plank 60 132 115 106 171 148 137 0-15 133 121 110 172 156 142 No. 11 Blind Nailed 20 133 117 107 172 151 138 Hardie Plank s 6 7 /4 gauge, 1.25" Through top 2X4 16 long roofing edgef wood 40 128 109 101 165 141 130 nail 60 121 105 97 156 135 126 0-15 130 118 107 168 152 138 No, 11 Blind Nailed 20 130 115 105 168 148 135 m Hardie Plank s /16 7 /z gauge, 1.25" Through top 2X4 16 long roofing edge of wood 40 125 107 99 161 138 127 nail plank 60 118 102 95 152 132 123 0-15 125 114 103 162 147 133 No. 11 Blind Nailed 20 126 110 101 162 l43 130 Hardie Plank '116 8 gauge, 1,25" Through top 2X4 16 long roofing edge of wood 40 120 103 95 155 133 122 nail plank 60 114 99 91 147 127 118 ESR- 2290 1 Most Widely Accepted and Trusted Page 14 of 31, TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) PRODUCT I DIMENSION IN.FASTENER FASTENING FRAME STUD SPACING THICK. WIDTH lypiz-1 METHOD' TYPE" (IN.) No. 11 Blind Nailed Hardle'Plank /16 81/4 gauge, 1,25" Through top 2X4 16 long roofing edge of wood nail plank No. 11 Blind Nailed HardieOPlank 1/16 91/4 gauge, 1.25" Through top 2X4 l16 roofing ong nail fing wood plank No. 11 Blind Nailed HardieOP[ank /16 9112 gauge, 1.25', Through top 2X4 16 long roofing edge of wood nail plank No. 11 Sfind Ngafie HardieOPlank 1/16 51/4 gauge, 1.25" � Throuh top d � 2X4 24 long roofing edge of wood nail plank No. 11 Blind Nailed Hardie Plank /16 61/4 gauge, 1.25" Through top 2X4 long roofing edge of wood 24 nail plank No, 11 Blind Nailed Hardie Plank 6/16 71/4 gauge, 1.25' Through top 2X4 24 long roofing edge of wood nail plank No. 11', Blind Nailed HardiePlank '/iii V/2 gauge, 1.25Through top 2X4 24 long roofing edge of wood nail plank No, 11 ' "'Ind Nailed HardieOPlank /16 8 gauge, 1.25" Through top 2X4 24 long roofing I edge of wood nail I plank 8,14 No. 11 ' Blind Nailed gauge, 1 .25" Through top 2X4 HardieOPlank '/16 long roofing edge of wood 24 nail plank i No, 11 Blind Nailed Hardie Plank /16 91/4 gauge, 1.25' Through top 2X4 24 long roofing edge of wood nail plank 2015 IBC/IRC an 2012 IRC, 2009 2012 IBC IBC/IRC, 2006 (Ultimate Design IBC/IRC Wind Speed, Vuit"'")2021 and , (Basic Wind Speed, 3,9,12,15 ) ..d 2018 IBC/IRC (Basic Design Wind Speed, v13,14 DING BUILDING U'L IITT EXPOSURE EXPOSURE G H CATEGORY CATEGORY (FT B C D B C D 0-15 123 112 101 159 144 131 20 123 108 99 159 140 128 40 118 101 93 152 130 120 60 112 97 90 144 125 116 0-15 115 104 915 148 135 122 20 115 101 93 148 131 119 40 110 94 87 142 122 112 60 104 90 - 135 117 - 0-15 113 103 93 146 133 121 20 113 100 91 146 129 118 40 109 93 86 140 120 ill 60 103 89 - 133 115 107 0-15 133 121 110 172 156 141 20 133 117 107 172 151 138 40 128 109 101 165 141 130 60 121 105 97 156 135 125 0-15 119 108 98 153 139 126 20 119 105 96 153 135 124 40 114 98 90 147 126 116 60 108 94 87 139 121 112 0-15 108 98 89 140 127 115 20 108 96 87 140 123 113 40 104 89 134 115 - 60 98 85 127 110 - 0-15 106 96 88 137 125 113 20 106 94 86 137 121 110 40 102 87 132 113 60 96 125 108 0-15 102 93 132 120 20 102 90 132 116 40 98 127 60 93 120 0-15 100 91 129 117 20 100 88 129 114 40 96 124 60 91 117 0-15 94 85 121 110 20 94 121 107 40 90 116 60 85 110 E� 2290 Masf t�VidelyAccepfed and irusfad Page 15 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) PRODUCT r^KVIJUl, a DIMENSION IN. FASTENER FASTENING FRAME STUD SPACING THICK. WIDTH TYPE141 METHOD' TYPEj W),' (11 {IN.) No. 11 Blind Nailed Hardie Plank $ 5 9 /z gauge, 1.25" Through top 2X4 24 long roofing edge of wood nail plank No. 11 Blind Nailed HardiOPiank s/15 51/4 gauge, 1.75 Through top 2X4 16 inch long edge of wood roofing Nail plank No. 11 Blind Nailed Hardie®Plank 5/16 61/4 gauge, 1,75 Through top 2X4 16 inch long edge of wood roofing Nail plank No. 11 Blind Nailed HardeOPlank 5/16 71/4 gauge, 1.75 Through top 2X4 16 inch long edge of wood roofing Nail plank No. 11 Blind Nailed HardieOPlank 511s 71/2 gauge, 1.75 Through top 2X4 16 inch long edge of wood roofing Nail plank No. 11 Blind Nailed Hard!&Piank 5/16 g gauge, 115 Through top 2X4 16 inch long edge of wood roofing Nail plank No, 11 Blind Nailed HardlOPlank 5/16 8114 gauge, 115 Through top 2X4 16 inch long edge of wood roofing Nail plank No. 11 Blind Nailed Hardie®Plank 5/1s 91/4 gauge, 1.75 Thraugh top 2X4 16 inch long edge of wood' roofing Nail plank No. 11 Blind Nailed Hardie°Plank $/16 91/2 gauge, 1,75 Through top 2X4 16 inch long edge of wood roofing Nail plank No, 11 Blind Nailed Hardie°Plank /16 5114 gauge, 1,75 Through top 2X4 24 Inch long edge of wood roofing Nail plank BUILDING HEIGHT (FT,) 0-15 20 40 60 0-15 201212 IRO, 2009 C /IRC, 22006 I (Basic Wind Speed ,u" �agd3,9,1z,15 ) EXPOSURE CATEGORY B C D 93 93 89 170 170 166 2015 IBCARC and 2fl�12'IBC (Ultimate Design Wind Speed, ) 2021 and 2018 IBCIIRC (Basic Design Wind Speed, �13,44 EXPOSURE CATEGORY B C D 119 119 115 219 219 214 20 170 170 162 219 219 209 40 170 165 153 219 213 197 60 170 158 147 219 205 190 0-15 170 164 149 219 211 192 20 170 159 145 219 205 187 40 170 148 137 219 191 176 60 164 142 132 211 183 170 0-15 164 149 136 212 193 175 20 164 145 132 212 187 171 40 158 135 125 204 174 161 60 149 129 120 193 167 155 0-15 161 146 133 208 189 172 20 161 142 130 208 183 167 40 155 132 122 200 171 158 60 146 127 118 189 164 152 0-15 155 141 128 200 182 165 20 155 137 125 200 176 161 40 149 127 117 192 164 152 60 141 122 113 182 157 146 0-15 152 138 126 197 178 162 20 152 134 123 197 173 158 40 146 125 115 189 161 149 60 138 120 111 178 155 144 0-15 142 129 117 184 167 152 20 142 126 115 184 162 148 40 137 117 108 176 151 139 60 129 112 104 167 145 134 0-15 140 127 116 181 164 149 20 140 124 113 181 160 146 40 135 115 106 174 148 137 60 127 110 102 164 142 132 0-15 164 149 136 212 193 175 20 164 145 132 212 187 171 40 158 135 125 204 14�71'�5 60 149 129 120 193 1 E R- 2290 I Most Widely Accepted and -Trusted Page 16 of 3 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBC!RC and 2012 12Cgn SRC, 2009 I 2012 (Ultimate IBC Desi IBCJIRC, 2006 2 Wind Speed, I �1 ) and (Basic �aad3,9,12,i5 Wind Speed, � 2018 IBGIIRC 8 IRC (Basic Design Wind Speed, v13,14 PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIi4YENSIt3N IN, FASTENER FASTENING F E SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE416 METHOD TYPEi, (IN.) (FT.) B C D B C D 0-15 147 134 121 190 172 157 No. 11 Blind Nailed 20 147 130 118 190 168 153 HardieePlank 6/16 61/4 gauge, 1,75 Through top 2X4 24 inch long edge of wood 40 141 121 ill 182 156 144 roofing Nail plank 60 134 116 108 172 150 139 0-15 134 122 111 173 157 143 No, 11 Blind Nailed 20 134 118 108 173 153 140 HardieePlank 6/16 71/4 gauge, 1,75 Through fop 2X4 24 inch long edge of wood 40 129 110 102 166 142 131 roofing Nail plank 60 122 106 98 157 136 127 0-15 132 119 109 170 154 140 No. 11 Blind Nailed 20 132 116 106 170 150 137 HardieePlank 5/16 71/2 gauge, 1.75 Through top 2X4 24 inch long edge of wood 40 126 108 100 163 139 129 roofing Nail plank 60 119 104 96 154 134 124 0-15 127 115 104 163 148 135 No, 11 gauge, 1.75 Blind Nailed Through top 2X4 20 127 112 102 163 144 132 HardieePlank a/16 g inch long edge of wood 24 40 122 104 96 157 134 124 roofing Nail plank 60 115 100 93 148 129 120 0-15 124 113 102 161 146 132 No. 11 Blind Nailed 20 124 110 100 161 142 129 HardieePlank 6/18 81/4 gauge, 1.75 Through top 2X4 24 inch long edge of wood 40 119 102 94 154 132 122 roofing Nail plank 60 113 98 91 146 126 117 0-15 116 106 96 150 136 124 No. 11 Blind Nailed 20 116 103 94 150 133 121 HardieePlank s/16 91/4 gauge, 1.75 Through top 2X4 24 inch long edge of wood 40 112 95 88 144 123 114 roofing Nail plank 60 106 92 85 136 118 ]]2 0-15 114 104 94 148 134 No. 11 Blind Nailed 20 114 101 92 148 130 119 HardieePlank 6/16 91/2 gauge, 1.75 Through tap 2X4 24 inch long edge of wood 40 110 94 87 142 121 112 roofing Nail plank 60 104 90 - 134 116 - No, 8 x 11/4 Min, 0-15 168 168 137 217 217 177 in. long x No, 20 0.375 in. HD Blind ga, x 20 168 158 137 217 204 177 Hardie°Plank '/16 4 ribbed Screwed 3.62" x 16 — — waferhead 1,375" 40 168 147 126 217 190 163 Metal screws C-stud 60 168 137 121 217 177 156 No. 8 x 1114 Min. 0-15 168 168 137 217 217 177 in. long x No. 20 0.375 in, HD Blind ga. x 20 168 158 137 217 204 177 HardieePlank 5/16 6 ribbed Screwed 3.62" x 16 waferhead 1.375'" 40 168 147 126 217 190 163 Metal screws C-stud 60 168 137 121 217 177 156 Na 8 x 1114 Min. 0-15 168 158 142 217 204 183 in. long x No. 20 0375 inHD Blind ga, x 20 168 158 131 217 204 169 HardieePlank 6/16 61/4 ,. ribbed Screwed 3,62" x 16 - 1,375„ 40 168 190 163waferhead Metalscrews �14717 C-stud 60 158 4 177 156 S . 2290 ( Most Widely Accepted and Trusted Pugs 97 of 31 TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 20151BC1IRC and 12 2012 C IRE, 2009 2012 IBC /IRC, 22006 (Ultimate Design I Wind Speed, Vo1h � 2021 and (Basic blind Speed, 2018 IBCIIRC (Basic Vaea31911a1s Design Wind Speed, V3,1< PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN. FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY THICK. WIDTH TYPE4,16 METHOD T'YPE'�8 (IN.) (FT.) B C D B C D No. 8 x 1'ta Min' 0-15 168 152 126 217 196 163 in. long x No. 2q 9a. x 20 168 147 116 217 190 150 Hardi0Plank $116 71/4 or 0.375 in. HD Blind 3.62'"x 16 T/s ribbed Screwed 1.375" 40 168 137 116 217 177 150 waferhead Metal screws C-stud 60 158 126 110 204 163 142 No. 8 x 11/a Min. 0-15 168 147 116 217 190 150 in. long x No. 20 ga. x 20 168 137 116 217 177 150 HardieOPlank r'/16 8 0.375 in. HD Blind 3 .62" x 16 ribbed Screwed 1.375" 40 158 126 105 204 163 136 waferhead Metal screws C-stud 60 147 121 105 190 156 136 No. 8 x 11l4 Min. 0-15 168 142 121 217 183 156 in. long x No. 20 ga. x 20 168 137 116 217 177 150 Hardie°Plank 5/16 81/a 0.375 in. HD Blind 3.62" x 16 ribbed Screwed 1375" 40 158 126 110 204 163 142 waferhead Metal screws C-stud 60 147 116 105 190 150 136 No. 8 x 11!4 Min, 0-15 168 137 116 217 177 150 in, long x No. 20 ga. X 20 168 126 105 217 163 136 LH.rddie00P1.nk 6/16 91/4or 0,375 in. HD Blind x 16 91/z ribbed Screwed 1.37 40 158 116 105 204 150 136 waferhead .5" Metal screws C-stud 60 137 110 100 177 142 129 No. 8 x 1'4 Min. 0-15 160 137 116 207 177 150 in. long x No. 20 ga. x 20 160 131 110 207 169 142 HardieOPlank S(16 4 Q375 in. HD . Blind 3.62" x 24 ribbed Screwed 1,375" 40 152 121 105 196 156 136 waferhead Metal screws C-stud 60 145 116 100 187 150 129 No. 8 x 11/4 Min. 0-15 160 137 116 207 177 150 in. long x 0375 in. HD Blind No. 20 ga. x 20 160 131 110 207 169 142 Hardie®Plank '/16 6 . ribbed Screwed 3.62" x 1.375" 24 40 152 121 105 196 156 136 waferhead Metal screws C-stud 60 145 116 100 187 150 129 No. 8 x 1'/4 Min. 0-15 160 137 116 207 177 150 in, long x No. 20 ga. x 20 160 131 105 207 169 136 HardieOPlank 5/16 61/4 Q,375 in. HD Blind 3.62'" x 24 ribbed Screwed 1,375" 40 154 121 105 199 156 136 waferhead Metal screws G-stud 60 145 116 100 187 150 129 No, 8 x 11(4 Min, 0-15 160 126 105 207 163 136 in, long x No. 2q ga. x 20 160 116 100 207 150 129 HardieOPlank Sl1s T!a or 0.375 in. HD Blind 3.62" x 24 7'lz ribbed Screwed 40 147 9 190 136 115 waferhead Metal Metal screws G-stud 60 1379107 q1211800 156 115No. 8 x 11(4 Min. 0-15 160 207 156 129 in. long x No. 20 ga. x 20 158 116 100 204 150 129 HardieOPlank s/,s 8 0375 in. HD . Blind x 24 ribbed Screwed 1.37 40 142 105 89 183 136 115 waferhead Metal Metal screws C-stud 1 60 131 100 89 169 129 115 No. 8 x 1114 Min, 0-15 160 121 100 207 156 129 in. long x No. 2q ga. x 20 158 116 100 204 150 129 HardlOPiank 6/16 81/4 0.375 in. HD Blind 3.62" x 24 ribbed Screwed 40 142 105 89 183 136 115 waferhead Metal' Metal screws C-stud 60 126 100 89 163 129 115 SR- 2290 $ Most Widely Accepted and Trusted Page 18 of 31 TABLE 4—IMAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) PRODUCT DI ENS IN. FASTENER FASTENING FRAME STUD TYPE4,t6 METHOD? TYPE" THICK, WIDTH (IN.) (IN.) No. 8 x 11/4 Min. in. long x No. 20 HardiOPlank 5/16 9114 or 0.375 in. HD Blind go, x 3.62' x 24 91/2 ribbed Screwed 1.375" waferhead Metal screws C-stud 6d-2 inch long X 0.092 Blind Nailed Hardie Plank 5 s 5 la inch shank X 0.22 22 inch Through top 2 x 4 16 head edge of wood diameter plank siding nail 6d-2 inch long X 0.092 Blind Nailed inch shank X Through top 2 x 4edge Hardie Plank 6 s 6 !4 0.222 inch of wood 16 head plank diameter siding nail 6d-2 inch long X 0.092 Blind Nailed inch shank X Through top 2 x 4 Hardie Flank s /16 7 /4 0.222 Inch edge of wood 16 head plank diameter siding nail 6d-2 inch long X 0.092 Blind Nailed inch shank X Through top 2 x 4 Hardie Plank s s 7 !2 0.222 inch edge of wood 16 head plank diameter siding nail 6d-2 inch long X 0.092 Blind Nailed Hardie Plank $ (16 8 inch shank X 0.222 inch Through top 2 x 4 16 head edge of wood diameter plank siding nail 6d-2 inch long X 0.092 Blind Nailed inch shank X Through top 2 x 4 Hardie Plank s s 8 14 0.222 inch edge of wood f 6 head plank diameter siding nail 6d-2 inch long X 0.092 Blind Nailed inch shank X Through top 2 x 4 e Hardie Plank s s 9 (4 0.222 inch edge of wood 16 head plank diameter siding nail 6d-2 inch long X 0.092 Blind Nailed inch shank X Through top 2 x 4 Hardie Plank s s 9 h 0.222 inch edge of wood 16 head plank diameter siding nail 2015 IBC/IRC and 12 2012 IRC, 2009 2012 IBC IRC, 2006 IBCIIIBCIIRC (Ultimate Design Wind Speed, (Basic Wind Speed, VW ) 2021 and Vag�3,e,1z,,e } 2018 IBCIIRC (Basic Design Wind Speed, V3,14 BUILDING EXPOSURE EXPOSURE HEIGHT CATEGORY CATEGORY (FT.) B C D B C D 0-15 158 116 95 204 150 123 20 147 105 89 190 136 115 40 131 95 85 169 123 110 60 121 89 85 156 115 110 0-15 141 128 116 182 165 150 20 141 124 114 182 160 147 40 135 116 107 174 150 138 60 128 111 103 165 143 133 0-15 126 114 104 163 147 134 20 126 111 102 163 143 132 40 121 103 96 156 133 124 60 114 99 92 147 128 119 0-15 115 104 95 148 134 123 20 115 102 93 148 132 120 40 110 94 87 142 121 112 60 104 91 - 134 117 0-15 113 102 93 146 132 120 20 113 99 91 146 128 117 40 108 93 85 139 120 110 60 102 89 - 132 115 - 0-15 109 99 90 141 128 116 20 109 96 87 141 124 112 40 104 89 134 115 60 99 85 - 128 110 0-15 107 97 88 138 125 114 20 107 94 86 138 121 111 40 102 88 132 114 60 97 - 125 - 0-15 100 90 129 116 20 100 88 129 114 40 96 124 60 90 116 - 0-15 98 89 127 115 20 98 87 127 112 �-l - E - ES - 2290 PRODUCT Most Widely PRODUCT DIn9ENS1ON THICK. Accepted TABLE IN. WIDTH and Trusted 4---MAXIMIUM FASTENER TYPE''¢ 6d-2 inch long X 0.092 inch shank X WIND SPEEDS FASTENING METHOD' Blind Nailed Through top FOR EXPOSURE FRAME TYPE',' 2 x CATEGORY STUD SPACING (IN.) (mph) BUDDING HEIGHT (FT.) 0-15 (Continued) 2012 IBC{I€tC, (Basic V.ads.s,1�,1s EXPOSURE CATEGORY. B 115 IRC, 2009 2006 IBC/IRC Wind Speed, C 104 } D 95 Page 2015 (Ultimate Mind V it"49) 2018 iF3ClIRC Design EXPOSURE CATEGORY B 148 99 ISCARC 2012 IBC Design Speed, 2021 Wind spud, Vana C 134 of 31 and and (Basic D 123 20 115 102 93 148 132 120 HardieOPlank e/16 51/4 0.222 inch eplankdge f d wood 24 head 40 110 94 87 142 121 112 diameter siding nail 60 104 91 134 117 6d-2 inch 0-15 103 93 133 120 long X 0.092 Blind Nailed inch shank X Through top 2 x 20 103 91 133 117 HardieePlank '/16 61/4 0.222 inch edgef d wood 24 head plank 40 99 128 diameter siding nail 60 93 120 6d-2 inch 0-15 94 85 121 110 long X 0.092 Blind Nailed inch shank X Through top 2 x 4 20 94 121 HardieOPlank $/16 71/4 0.222 inch epankf wood 24 head 40 90 116 diameter siding nail 60 85 110 6d-2 inch 0-15 92 119 long X Q.092 Blind Nailed inch shank X Through top 2 x 4 20 92 - 119 HardieOPlank /16 71/2 0.222 inch dge epankf woad 24 head 40 88 114 diameter 60 - aiding nail 6d-2 inch 0-15 89 115 long X 0.092 Blind Nailed inch shank X Through top 2 x 4 20 89 115 HardieOPlank 1/1e 8 0.222 inch edge of wood 24 head plank 40 85 - 110 diameter siding nail 60 - 6d-2 inch 0-15 87 112 long X 0.092 Blind Nailed inch shank X Through tap 2 x 4 20 87 - 112 HardleOPiank 5/16 81/4 0.222 inch edge of wood 24 head plank 40 diameter siding nail 60 0-15 153 138 126 198 178 163 0.092" face nailed shank X through 2 x 4 20 153 135 123 198 174 159 Hardie Plank s /16 S8 /4 0.222" HD X wood 16 2.5" long oplank 40 146 125 116 188 161 150 gaiv. nail 60 158 120 112 178 155 145 0-15 143 130 118 185 168 152 0.092" face nailed shank X through 2 x 4 20 143 126 115 185 163 148 HardieOPlank /16 9 /4 0,222" HD X wood 16 2.5" Tong opilankp 40 137 117 108 177 151 139 gal". nail 60 1 130 1 113 105 168 146 136 ESR- 2290 1 Most Widely Accepted and Trusted Page 20 of 31' TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) PRODUCT DIMENSION IN. FASTENER FASTENING FRAME STUD SPACING THICK. WIDTH TYPE 4,16 METHOD' TYPE,' (IN.) 0.092" shank X face nailed HardieOPlank /16 9% 0222" HD through plank 2 x 4 wood 16 X 2.5" long overlap galv, nail 0,092" shank X face nailed HardieOPlank /16 12 0,222" HD through plank 2 x 4 wood 16 X 2.5" long overlap gaiv. nail 8d ring shank box face nailed HardieOPlank 5/16 581/4 nail 0 113" s�X through plank 2x4an'k wood6 16 0,260" HD overlap X 2375" L 8d ring shank box face nailed HardleOPlank /16 ��81/4 113" nailh—� X shank through plank 2x4 wood' 24 0,260" HD overlap X 2375' L 0.092" shank X face nailed 2x4 HardieOPlank /16 s81/4 0.222" HD through plank weds 16 X 2" long overlap galv, nail 0.092" shank X face nailed 2x4 HardiOPlank /16 :581/, 0.222" HD through plank wood6 16 X 2.5" long overlap gale. nail Attached No. 8 X I- blind screw to 7/1s1 5/8" long X through top wood 7/16" WSP HardieOPlank /16 51/4 0.375" HD edge of plank structural attached ribbed wafer at 12 in, on panel per code head screws center sheathing only Attached No. 8 X 1- blind screw to /16" 5/8" long X through top wood 7/161, WSP HardieOPlank '/16 61/4 0375" HD edge of plank structural attached ribbed wafer at 12 in. on panel per code head screw' center sheathing only Attached No. 8 X I- blind screw to 1/,611 5/8" long X through top wood 7/161, WSP HardieOPlank '/16 71/4 0,375" HD edge of plank structural attached ribbed wafer at 12 in, on panel per code head screw' center sheathing only Attached No, 8 X I- blind screw to /16" 5/8" long X through top wood 71161" WSP HardieOPlank /16 81/4 0,375" HD edge of plank structural attached ribbed wafer at 12 in. on panel per code head screw' center sheathing BUILDING EIGHT (FT.) 2012 IBC/IRC, (Basic V_d EXPOSURE CATEGORY IRCI 2009 2006 IBC/IRC Wind Speed, 3,9,12,15 2015 2012 (Ultimate Wind V�it"-"), 2018 IBC1IRC Design EXPOSURE CATEGORY IBC/IRC IBC Design Speed, 2021 (Basic Wind Speed, vi 3,14) and and B C B C D 0-15 141 128 116182 165 150 20 141 124 113 182 160 146 40 135 116 107 174 150 138 60 128 ill 103 165 143 133 0-15 123 112 101 159 144 131 20 123 108 99 159 140 128 40 118 101 934 152 130 120 60 112 97 90 144 125 116 0-15 203 184 167 262 238 216 20 203 179 163 262 231 210 40 194 166 153 250 214 198 60 184 159 148 238 205 191 0-15 166 151 137 214 195 177 20 166 146 134 214 188 1737 40 159 136 126 205 176 163 60 151 131 121 195 169 156 0-15 151 137 125 195 177 161 20 151 133 122 195 172 158 40 145 124 115 187 160 148 60 137 119 111 177 154 143 0-15 187 170 154 241 219 199 20 187 165 151 241 213 195 40 180 154 142 232 199 183 60 170 147 137 219 190 177 0-15 207 188 171 267 243 221 20 207 183 167 267 236 216 40 199 170 157 257 219 203 60 188 163 152 243 210 196 0-15 183 166 151 236 214 195 20 183 161 147 236 208 190 40 176 150 139 227 194 179 60 166 144 134 214 186 173 0-15 165 150 136 213 194 176 20 165 145 133 213 187 172 40 158 135 125 204 174 161 60 150 130 120 194 168 155 0-15 150 136 124 194 176 160 20 150 133 121 194 172 156 40 144 - 1 186 159 147 60 36 11'; Most Widely Accepted and Trusted Page 21 of TABLE 4—MAXIMIUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) PRODUCT PRODUCT DIMENSION DIMENSION IN ' IN. FASTENER TYPE 4,16 FASTENING METHOD' FRAME TYPE',' STUD SPACING (IN.) THICK. THICK. WIDTH WIDTH T Attached No. 8 X I- blind screw to 7/1611 5/8" long X through top wood 7/16" WSP HardieOPlank /,6 /16 9, / 4 91/4 0.375` HD edge of plank structural attached ribbed wafer at 12 in, on panel per code head screws center sheathing only 0,09011 Attached Shank X blind nail to 7/16" 0215" HD X through top wood 7 /16'WSP HardieOPlank /16 :581/4 � 1 ' 5" long edge of plank structural t attached ring shank at 8 in. an panel per code nail, center sheathing only - 0.09011 Attached shank X blind nail to 7/161, 0�215" HD X through top wood 7 /16" WSP HardieOPlank /16 581/4 1.51, long edge of plank structural attached ring shank at 6 in, on panel par code nail' center sheathing only 0.0911, Attached shank, Face Nailed 7/16" to wood7/16 7/161� WSP HardieOPlank /16 91/2 0�221` HD, through the structural attached 1.5" long overlap at '12" panel per code ring shank O.C. sheathing nail' only HarcieNail Studless Siding blind nail Attached to Fastener through top 'h6' wood 7/1611 WSP HardieOPlank '/16 5114 (TetraGrip), A 17" x edge of plank structural panel attached I , 125" x .3" at 12 in, on sheathing per code (PART center only #650867 or Studless Attached Siding Fastener blind nail to 7/161, (T (TetraGrip}, through top wood 7/161, W SP HardieOPlank /16 51/4 x edge of plank structural attached .117" 1 x 3" at 16 in. on panel per code .125" (PART center sheathing #650867 or only j§509�64 HandleNall Studless Attached Siding blind nail 7 to /16" Fastener through top wood 7/16" WSP Hardie'9P[ank 1/16 51/4 (TetraGrip), 117" x edge of plank structural attached , I 125" x at 20 in, on panel per code . .3" (PART center sheathing #650867 or only �96 4 _jt HardieNail Studless Attached Siding Fastener blind nail to 7/161, (TetraGrip), through top wood 7/1s1 WSP HardieOPlank /16 514 117" x edge of plank structural attached 1. x at 24 in.on panel per code .3 (PART center sheathing #650867 or only 2015 1BC1IRC: and 2012 IRC, 2009 ?012 IBC (ultimate Design IBCARC, 2006 Wind Speed, 1BC1IRC Vwa",'% 2021 and (Basic Wind Speed, V _d 2018 1BC1IRC (Basic Design Wind Speed, BUILDING EXPOSURE EXPOSURE HEIGHT CATEGORY CATEGORY (FT.) B C D B C D 0-15 139 126 114 179 163 147 20 139 122 112 179 158 145 40 133 114 105 172 147 136 60 126 109 101 163 141 130 0-15 145 132 120 187 170 155 20 145 128 117 187 165 151 40 139 119 110 179 154 142 60 132 114 106 170 147 137 0-15 166 150 137 214 194 177 20 166 146 133 214 188 172 40 159 136 125 205 176 161 60 150 130 121 194 168 156 0-15 100 91 129 117 20 100 88 129 114 40 96 124 60 91 117 0-15 161 146 132 207 188 171 20 161 142 129 207 183 167 40 154 132 122 199 170 157 60 146 126 117 188 163 152 0-15 146 133 120 189 171 156 20 146 129 118 189 166 152 40 140 120 111 181 155 143 60 133 115 107 171 148 138 0-15 137 124 113 176 160 145 20 137 120 110 176 156 142 40 131 112 103 169 145 134 60 124 108 100 160 139 129 0-15 130 118 107 168 152 138 20 130 115 105 168 148 135 40 125 107 99 161 138 127 60 118 102 95 152 132 123 ESR- 2290 1 Most Widely Accepted and Trusted Page 22 of 31, TABLE 4—MAXIMUM WIND SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) PRODUCT PRODUCT DIMENSION IN. FASTENER TYPE 4,16 FASTENING METHor)2 FRAME TYPE',' STUD SPACING (IN.) THICK. WIDTH HardieNail Studless Siding blind nail Attached to Fastener through top 7/161, wood 61, WSp 7/1 HardieOPlank /16 6114 TetraGrip), edge of structural attached A 17" x 1 A 25" x plank at 12 panelPer code Z' (PART in, on center sheathing 4650867 or only �964 HardieNail Studless Siding blind nail Attached to Fastener through top 7/ 16" wood � WSP 7 /16 Hardie"Plank 5/16 61/4 TetraGrip), edge of structural attached A 17" x 1125" x plank at 16 panel Per code in. on center 4650867 or only �964 HardieNail Studless Siding blind nail Attached to Fastener through top 1/4' wood 7/16"' WSP HardleOPlank /16 61/4 (TetraGrip), edge of structural attached .117" x 1125" x plank at 20 panel per code .3" (PART in, on center sheathing #650867 or only A65�964 HardieNail Studless Siding blind nail Attached to Fastener through top '/16" wood 7/161, WSP Hardie"Plank /16 61/4 (TetraGrip), edge of structural attached .117" x 1. 125" x plank at 24 panel per code .3" (PART in, on center sheathing #650867 or only HardieNail Studless Siding blind nail Attached to Fastener . through top 7/1,,11 wood 7/1 61, WSP HardieOPlank /16 7'/4 I etraGdp), edge of structural attached .117" x 1 A 25" x plank at 12 panel per code .3" (PART in. on center sheathing #650867 or only !650964) HardieNail Studless Siding blind nail Attached to Fastener through top 7/1�11 wood 7jj611 WSP HardieOPlank 5/16 71/4 (TetraGrip), edge of structural attached 117" x 1.125" x plank at 16 panel per code .3" (PART in, on center sheathing #650867 or only #650964 HardieNail Studless Siding blind nail Attached to Fastener through top 7/16" wood 7 /16 " WSP Hardie"Plank '/16 7'/4 (TetraGrip), edge of structural attached A 17" x 1 .125" x plank at 20 panel per code Z' (PART in, on center sheathing #650867 or only #65g2t4)_ HardieNail Studless Siding blind nail Attached to Fastener through top 1/16" wood 7 /16" WSP HardieePlank /16 71/4 (TetraGrip), edge of structural attached 117" x I A 25" x plank at 24 panel per code .3" (PART in. on center sheathing #650867 or only �964 HardieNail Studless Siding blind nail Attached to Fastener through top 71,61, wood 7/161, WSP Hardie"Plank 'A6 8114 ( TetraGrip), edge of structural attached 117" x 1.125" x plank at 12 panel per code .3" (PART in. on center sheathing #650867 or only 2015 IBCARC and 2012 IRC, 2009 2012 IBC (Ultimate Design IBC11RC, 2006 Wind Speed, IBCARC V�,,1,11) 2021 and (Basic Wind Speed, 2018 IB6/1RC (Basic Design Wind Speed, V3,141 BUILDING EXPOSURE EXPOSURE HEIGHT CATEGORY CATEGORY (FT.) IS C D B C D 0-15 148 135 122 192 174 158 20 148 131 119 192 169 154 40 142 122 112 184 157 145 60 135 117 108 174 151 140 0-15 134 122 ill 173 157 143 20 134 118 108 173 153 139 40 129 110 102 166 142 131 60 122 106 98 157 136 127 0-15 125 113 103 161 146 133 20 125 110 100 161 142 130 40 120 102 94 154 132 122 60 113 98 91 146 127 118 0-15 118 107 97 152 138 126 20 118 104 95 152 134 123 40 113 97 89 146 125 115 60 107 93 86 138 120 ill 0-15 140 127 115 180 164 149 20 140 123 113 180 159 145 40 134 115 106 173 148 137 60 127 110 102 164 142 132 0-15 125 114 103 162 147 134 20 125 ill 101 162 143 130 40 120 103 95 155 133 123 60 114 99 92 147 128 118 0-15 116 105 96 150 136 123 20 116 102 93 150 132 121 40 ill 95 88 144 123 113 60 105 91 - 136 118 - 0-15 109 99 90 141 128 116 20 109 96 88 141 125 114 40 105 90 136 116 60 99 86 128 ill 0-15 133 121 110 172 156 142 20 133 117 107 172 152 138 40 128 109 101 165 141 130 :60: 121 105 97 156 l �35 126 ES - 2290 PRODUCT I_Most PRODUCT DIMENSION Widely TABLE4—MAXIMUM iN. Accepted and Trusted FASTENER TYPE4,16 TYPE WIND SPEEDS FASTENING METHOC2 FOR EXPOSURE FRAME TYPE'," CATEGORY STUB SPACING (mph) BUILDINGEXPOSURE HEIGHT (FT;) (Continued) 012 2012IRC:2009 IBCI1IRC, (Basic CATEGORY Ei 2 I C 2006 Wind V�fid ,eazns) C Speed, C3 Pugs 2015 (Ultimate Wind VUit11,11) 2018 (Basic Wind EXPOSURE CATEGORY S 23 of IEOIIRC 2012IBC Design Speed, 2021 ISG/IRC Design S eed C 31 and and V",14 is THICK. WIDTH HardieNail Studless Siding Attached 0-15 119 108 98 154 139 127 Fastener }Mind nail through top to7/1s" woad 7/1s° WSP 20 119 105 96 154 136 124 Hardie Plank $ 116 8114 (TetraGrip), ,117" x 1.125" x edge of structural attached 40 114 98 90 147 126 116 3" (PART plank at 16 panel- per code #650867 or in, on center sheathing only 60 108 94 87 139 121 112 #650964 HardieNail Studless Siding Attached 0-15 110 99 90 141 128 117 81/4 Fastener blind nail through top to 1/1s" wood !1s° WSP 20 110 97 88 141 125 114 HardieOPlank 5/1s (TetraGrip), .117" x 1.125'" x edge of structural attached 40 105 90 136 116 (PART plank at 20 panel per code .&I #650867 or in. on center sheathing only 60 99 86 128 111 #650964 HardieNail Attached 0-15 103 93 133 120 - Studless Siding blind nail to 7/is" 8114 Fastener (TetraGdp), through top wood !18°.WSP 20 103 91 133 117 " e Hardie Plank s /1s 117'" x 1.125" x edge of structural attached 40 99 127 - 3" (PART (P plank at 24 panel per code Z' 7 or in, on center sheathing only 60 93 120 - #650964 HardieNail Attached 0-15 128 118 106 165 150 136 Studless Siding Fastener blind nail to 7/16, 20 128 113 103 165 146 133 (TetraGrip), through tap wood 711s" WSP HardiePPiank $hs 9114 A 17" x 1.125" x edge of structural attached 40 123 105 97 159 136 125 .3" (PART plank at 12 panel percode #650867 or in. on center sheathing 60 116 101 94 150 130 121 #650964 only HardieNail Attached 0-15 114 103 94 147 133 121 Studless Siding Fastener blind nail to 7116" 711s"WSP 20 114 100 92 147 130 118 (TetraGrip),, through top woad Hardie°Plank slls 91/4 A 17" x 1.125"" x edge of structural attached 40 109 93 86 141 121 111 .3` (PART plank at 16 penal par code #650867 or in. on center sheathing 103 90 - 133 116 #650964 only 60 HardieNail Attached 0-15 104 95 86 135 122 111 Studless Siding Fastener blind nail to 7/is" 104 92 - 135 119 (TetraGrip), through top wood /16" WSP 20 HardieePlank s/16 91/4 A 17" x 1.125" x edge of structural attached 40 100 86 129 111 3" (PART plank at 20 panel per code #650867 or in. on center sheathing 95 122 #650964 only 60 HardieNail Attached 0-15 98 89 126 114 Studless Siding Fastener blind nail to 98 86 126 111 (TetraGrip), through top wood woad s" WSP 20 Hardie�Piank 5l1s 91(4 117" x 1.125" x edge of structural attached 40 94 121 .3" (PART plank at 24 panel per Cade #650867 or in, on center sheathing 89 - 114 #6509fi4 only 60 ES - 2290 - Most Widely Accepted and Trusted Page 24 of 31 TABLE 4—MAXIMUM WILD SPEEDS FOR EXPOSURE CATEGORY (mph) (Continued) 2015 IBCIIRC and 2012 IRC, 2008 2012 IBC (Ultimate Design IBCIIRC, 2006 Wind Speed, IBCIIRC '�."1A'11) 2021 and (Basic Wind Speed, Vm da,s.tzls 201E IBCIIRC (Basic Design Wind Speed, v1a,14 PRODUCT STUD BUILDING EXPOSURE EXPOSURE PRODUCT DIMENSION IN: FASTENER FASTENING FRAME SPACING HEIGHT CATEGORY CATEGORY TYPE4,1e METHOD' TYPE" THICK. WIDTH (IN.) (FT.) B C D B C D — 0-15 141 128 116 182 165 150 6d 0.092" Artisan shank X blind nail 2X4 20 141 124 114 182 161 147 La '/8 71/4 0.219" HD through top Wood 16 X 2.0" long edge of plank 40 135 116 107 175 149 138 gaiv. Nall 60 128 111 103 165 143 133 0-15 130 118 108 168 153 139 6d 0.092" Artisans shank X blind nail 2X4 20 130 115 105 168 149 136 Lap 818 81/4 0.219" HD through top Wood 16 X 2.0" long edge of plank 40 125 107 99 162 138 128 gaiv. Nail 60 118 103 95 153 133 123 0-15 115 105 95 149 135 123 6d 0,092" Artisapn shank X blind nail 2X4' 20 115 102 93 149 131 120 La 5/, 71/4 0.219"' HD through top Wood 24 X 2,0"" Tong edge of plank 40 111 94 87 143 122 113 gaiv, nail 60 105 91 - 135 117 - 0-15 107 97 88 138 125 113 6d 0.092" Artisans shank X blind nail 2X4 20 107 94 86 138 121 111 La p 5/8 8'ta 0.219" HD through top Wood 7 24 X 2.0"' long edge of plank 40 102 87 132 113 gaiv. nail 60 97 - 125 - 0-15 165 149 136 213 193 175 8d 0.092" Artisana shank X blind nail 2X4 20 165 145 133 213 188 171 La 5/8 71/4 0.219'" HD through top Wood' 16 X 2.5" long edge of plank 40 158 135 125 204 174 161 gaiv, Nail 60 149 130 120 193 167 155 0-15 135 122 111 174 158 143 8d 0.092" Artisana shank X blind nail 2X4 20 135 119 108 174 153 140 La 51, 71/4 0.219" HD through top Wood 7 24 X 2.5" long edge of plank 40 129 110 102 167 142 132 galv. nail 60 122 106 98 158 137 127 0-15 117 106 97 151 137 125 8d 0.092" Artisan"/8 shank X blind nail 2X4 20 117 103 94 151 134 122 La ' 8114 0.219" HD through top Wood 7 24 X 2.5'" long edge of plank 40 113 96 89 145 124 115 gaiv. nail 60 106 92 86 137 119 111 For St; 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'Values are for species of wood having a specific gravity of 0.42 or greater, unless otherwise noted. 2Face = Fastened through the overlapping plank. Blind = Fastened through the top edge of single plank. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, K,= 1, Kd= 0:85, GCpi= 0A 8,, GCp=-1.4. 4ET&F pin fasteners have knurled shanks. 'Fastener length shall be sufficient to penetrate back side of the minimum 7/16" WSP sheathing by at least'/," for nails or 3 full threads for screws. 'Values are for species of wood having a specific gravity of0,50 or greater, 'Values are for species of wood having a specific gravity of 0.40 or greater. 'Metal studs must be minimum Fy = 33 ksi. 'V.�d = nominal design wind speed. 11V"¢ = ultimate design wind speed. "Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0,85, GCpi = 0A 8, GCp = -1 A4 112015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, V.sd=V"„ 40.6 "V = basic design wind speed 14Wind speed design assumptions per Section 30.3, of ASCE 7-16: K� = 1, Kd = 0.85, GCp! = 0A 8, GCp = -1.4. 112021 IBC Section 1609.3.1, Eqn. 16-17 and 2018 IBC Section 1609.11, Eqn. 16-33, Va,d W V 0.6 "Smooth -shank stainless steel nails are outside of the scope of this report, ES, - 2290 I Most Widely Accepted and Trusted Page 25 of 31 TABLE 5---(V..d 100 MPH; Vint / V 129 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTIM C90 CONCRETE MASONRY UNIT WALL''2,4'S Building �6112-inch wide 7114- & 7112-inch wide 8- & 81/4-inch wide 9114- & 91/2-inch wide Height (feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 24 24 24 24 24 24 24 21 24 23 19 20 24 24 24 24 24 23 24 24 20 24 21 18 30 24 24 24 24 24 21 24 22 19 24 20 17 40 24 24 23 24 24 20 24 21 18 24 19 16 50 24 24 22 24 22 19 24 20 17 24 18 15 60 24 24 22 24 22 19 24 19 17 23 17 15 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 mis. 'HardieaPiank Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head diameter. 0.30 in., shank diameter, = 0,144 in., length =-1.25-in, long), Max System block Nail (CP-C 832 W7-ICC, head diameter, = 0.30 in., shank diameter. = 0,145 in., length = 1.3 in,), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in,), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2ArtisanO Lap Siding fasteners must be ET&F Fastening Systems, Inc, ET&F block Nail (ET & F No, ASM-144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5-in. long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 In,, length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0,30 in., shank diameter = 0,145 in., length = 1.5 in.), 3 Maximum nominal design wind speed (V�.d) shall be 100 mph. Maximum ultimate design wind speed (V„ a) and basic design wind speed (V) shall be 129 mph. 4Interpolation of spacing to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed), TABLE 6 asd 110 MPH; V it / V 142 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL' 2,4,5 Building '�61/2-inch wide 7114- & 71/2-inch wide 8- & 8114-Inch wide 9114- & 91/2-inch wide Height (feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 24 22 24 24 19 24 21 17 23 19 15 20 24 24 21 24 22 18 24 20 16 23 18 15 30 24 24 20 24 20 17 24 18 15 23 16 14 40 24 22 19 24 19 16 24 17 15 21 15 13 50 24 21 18 24 18 16 22 16 14 20 14 12 60 24 20 18 23 1 18 15 21 16 14 19 14 12 For SI: 1 inch = 25A mm, 1 foot = 305 rum, 1 mph = 0.44 m/s. 'HardieaPiank Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25-in, long), Max System block Nail (CP-C 832 W74CC, head diameter. = 0.30 in., shank diameter. = 0145 in., length = 13 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0,144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2Artisan" Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diameter, = 0.30 in,, shank diameter. = 0,145 in., length = 1.5-in, long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0.30 in., shank diameter, = 0.145 in., length = 1,5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in,), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter= 0,145 In,, length = 1.5 in.), 3Maximum nominal design wind speed (V.W) shall be 110 mph Maximum ultimate design wind speed (V ¢) and basic design wind speed (V) shall be 142 mph. ^Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 7-(Va$d 120 MPH; V�ot / V 155 MPH)3 ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL''3,4 Building �6112-inch wide 7114- & 7112®inch wide 8- & 81/4-inch wide 9'/4- & 91/2-inch wade Height (feet) _ Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 23 19 24 20 17 21 18 15 19 16 13 20 24 22 18 24 19 16 21 17 14 19 15 12 30 24 20 17 24 17 15 21 15 13 19 14 12 40 24 19 16 22 16 14 20 14 12 18 13 11 50 24 18 16 21 16 13 18 14 12 17 12 11 60 23 17 15 20 15 13 18 13 11 16 12 10 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s, 'HardieOPlank Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No, ASM-144.125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25-in, long), Max System block Nail (CP-C 832 W7-ICC, head diameter, = 0.30 in., shank diameter. = 0.15 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.25 in,), or Jaaco Nail Pro (NP145S head diameter= 0.30 in., shank diameter = 0,145 in., length =1.25 in.). 2Artisan° Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No: ASM-144-150, head diameter. = 0.30 in„ shank diameter. = 0,145 in., length = 1.5-in. long), Max System block Nail (CP-C 838 W7-ICC, head diameter, = 0.30 in;, shank diameter, = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter= 0.30 in., shank diameter = 0,145 in., length = 1/.t5! in.). 3Maximum nominal design wind speed (Vud) shall be 120 mph, Maximum ultimate design wind speed (VUit) and basic design wind speed (V) shall be 155 mph. 4Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). ESR- 2290 1 Most Widely Accepted and Trusted Naga 26 of 31' TABLE 8-(Veld 130 MPH; V,it IV 168 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL',2,4,5 Building <6'/2«inch wide 7'14- & 71/2-inch wide 8- & 8'14-inch wide 9'14- & 9'/2-inch wide Height Exposure Exposure Exposure Exposure feet B C D B C D B C D B C D 0-15 24 20 16 21 17 14 18 15 12 16 14 11 20 24 19 15 21 16 13 18 14 12 16 13 11 30 24 17 14 21 15 12 18 13 11 16 12 10 40 22 16 14 19 14 12 17 12 11 15 11 9 50 21 15 13 18 13 11 16 12 10 14 11 9 60 20 15 13 17 13 11 15 11 10 13 10 9 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'Hardied'Plank Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head dia, = 0.30 in., shank dia = 0,144 in., length = 1.25-in. long), Max System block Nail (CP-C 832 W74CC, head diameter, = 0.30 in., shank diameter. = 0,145 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0,30 in., shank diameter = 0.144 in., length = 1,25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0,145 in., length = 1.25 in.). 2Artisane Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No, ASM-144-150, head diameter. = 0.30 in., shank diameter. = 0.145 in,, length = 1.5-in, long), Max System block Nail (CP-C 838 W74CC, head diameter. = 0.30 in., shank diameter. = 0,145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0,30 in., shank diameter = 0,144 in„ length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0,145 in., length = 1,5 in.), 'Maximum nominal design wind speed shall be 130 mph. Maximum ultimate design wind speed (V it) and basic design wind speed (V) shall be 168 mph. °Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 9-(V��d 140 MPH; Vuttt V 181 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL'°2,4,5 Building �6'/2-inch wide 7114- & 7112-inch wide 8- & 8'/4-inch wide 9114- & 9112-inch wide Height (feet) T Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 21 17 14 18 15 12 16 13 11 14 12 10 20 21 16 13 18 14 12 16 12 10 14 11 9 30 21 15 12 18 13 11 16 11 10 14 10 9 40 19 14 12 16 12 10 15 11 9 13 9 8 50 18 13 11 15 11 10 14 10 9 12 9 8 60 17 13 11 15 11 10 13 10 9 12 9 8 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'Hardie''Plank Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head diameter. = 0.30 in., shank diameter. = 0.144 in., length = 1.25-in, long), Max System block Nail (CP-C 832 W7-ICC, head diameter. = 0.30 In,, shank diameter. = 0,15 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0.30 in., shank diameter = 0,144 in., length = 1.25 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in.). 2ArtisanO Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diameter. = 0,30 in., shank diameter, = 0.145 in., length = 1.5-in, long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0,30 in., shank diameter. = 0.145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0.30 in., shank diameter = 0,144 in., length = 1.5 in.), or Jaaco Nail Pro (NP145S head diameter = 0.30 in,, shank diameter = 0A45 in., length = 1.5 in.). 'Maximum nominal design wind speed shall be 140 mph. Maximum ultimate design wind speed (V�,t) and basic design wind speed (V) shall be 181 mph. 41nterpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). TABLE 10-(Vasd 150 MPH, Vt,it 1 V 194 MPH)' ALLOWABLE FASTENER SPACING (IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL',2,4,5 Building : 6W/2-inch wide T14- & 71/2-inch wide 8- & 8'/4-Inch wide 9'14- & 9'/2-inch wide Height (feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 18 15 12 16 13 11 14 11 9 12 10 8 20 18 14 12 16 12 10 14 11 9 12 10 8 30 18 13 11 16 11 9 14 10 8 12 9 7 40 16 12 10 14 10 9 13 9 8 11 8 7 50 15 12 10 13 10 9 12 9 8 11 8 7 60 15 11 10 13 10 8 11 8 7 10 8 7 For SI: 1 inch = 25.4 mot, 1 foot = 305 mm, 1 mph = 0.44 m/s. 'Hardie4'Piank Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-125, head diameter, = 0.30 in., shank diameter, = 0.144 in., length = 1.25-in. long), Max System block Nail (CP-C 832 W7-ICC, head dia. = 0,30 in., shank dia. = 0,145 in., length = 1.3 in.), Aerosmith SurePin block nail (head diameter = 0,30 in., shank diameter = 0,144 in., length = 1.25 in,), or Jaaco Nail Pro (NP145S head diameter = 0.30 in., shank diameter = 0.145 in., length = 1.25 in,), 2Artisand' Lap Siding fasteners must be ET&F Fastening Systems, Inc. ET&F block Nail (ET & F No. ASM-144-150, head diameter. = 0,30 in., shank diameter, = 0,144 in,, length = 1.5-in, long), Max System block Nail (CP-C 838 W7-ICC, head diameter. = 0,30 in., shank diameter, = 0,145 in., length = 1.5 in.), Aerosmith SurePin block Nail (head diameter = 0,30 in., shank diameter = 0.144 in., length = 1.5 in.), or Jaaco NailPro (NP145S head diameter = 0.30 in., shank diameter = 0,145 in., length = 1.5 in.), &Maximum nominal design wind speed shall be 150 mph. Maximum ultimate design wind speed (Vmt) and basic design wind speed (V) shall be 194 mph. 41nterpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course (Blind Nailed). E - 2290 Most Widely Accepted and Trusted Page 27 of 31 TABLE 11—ALLOWABLE BASIC WIND SPEEDS (mph) FOR HARGIE'SHIN LE INDIVIDUAL SHINGLE EXTERIOR WALL FINISH Sheathing Type Minimum t5132 Inch thick plywood complying with DOC PS 1-95 LMZFL� Min. 0.121 in. shank x 0.371 in, HD x 1114 in, long corrosion resistant roofing Net Weather Exposure and Fastener Location 8 inch exposure 2 roofing nails 9 inches from butt edge 7 inch exposure 2 roofing nails 8 inches from butt edge 6 inch exposure 2 roofing nails 7 inches from butt edge 5 inch exposure 2 roofing nails 6 Inches from butt edge 2012 IRC, 2009 IBCIIRC, 2006 IBCiIRC (Basic Wind Speed, Va 'a 2,5,e) For SI: 1 foot = 305 mm, 1 inch = 25.4 mm, 1 mph = 0.44 m/s. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kzt - 1, Kd = 0.85, GCpi = 0.18, GCp = -1 A. IV.w nominal design wind speed. IV& = ultimate design wind speed. °Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0,85, GCpi = 0.18, GCp = -1 A. 52015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasd = Vule. 0.6 IV = basic design wind speed 7 Wind speed design assumptions per Section 30.3, of ASCE 7-16: K. =1, Kd = 0,85, GCpi = 018, GCp = -1 A4 12021 IBC Section 1609,3.1, Eqn. 16-17 and 2018 ISC Section 1609.3.1, Eqn, 16-33, Vold = V 0;6 9 Smooth -shank stainless steel nails are outside of the scope of this report Minimum 1116 inch thick OSB sheathing complying with DOG -PS 2-95 INDIVIDUAL SHINGLE EXTERIOR WALL FINISH Siding Fastener Type Min, 0,091 In, shank x 0.221 in, HD x 1112 in, long corrosion resistant siding Nall Weather Exposure and Fastener Location flinch exposure 2 siding nails 9 inches from buttedge 7 inch exposure 2 siding nails 8 inches from butt edge 6 inch exposure 2 siding nails 7 inches from butt edge 5 inch exposure 2 siding nails 6 inches from butt edge 2012 IRC, 2009 IBCIIRC, 2006 ISCIIRC (Basic Wind Speed, Vase112,6.8) For $I: 1 foot = 305 mm, 1 inch = 25A mm, 1 mph = 0,44 m/s. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kzt = 1, Kd = 0.85, GCpi = 0A 8, GCp = -1.4. 2V�d = nominal design wind speed. 3Vuu = ultimate design wind speed. 'Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0,85, GCpi = 0,18, GCp = -1.4. 52015 and 2012 16C Section 1609.3.1, Eqn, 16-33, Va$d = Vutt 0.6 IV = basic design wind speed 7 Wind speed design assumptions per Section 30.3, of ASCE 7-16: Kz = 1, Kd = 0,85, GCpi = 0A8, GCp = AA 8 2021.IBC Section 1609,3.1, Eqn. 16-17 and 2018 IBC Section 1609.3.1, Eqn. 16-33, Vssd = V 0,6 9 Smooth -shank stainless steel nails are outside of the scope of this report 2016 IBCNRG and 2012 IBC (Ultimate Design Wind Speed, Vwc'"')2021 and 2018 ISCIIRC (Basic Design Wind Speed, Vs,7) 20151BCiiRC and 2012 iBC (Ultimate Design Wind Speed,' Vw"'), 2021 and 2018 iBCARC (Basic Design Mind Speed; v6,7) ESR- 2290 1 Most Widely Accepted and Trusted Page 28 of 3T TABLE 13—ALLOWABLE BASIC WIND SPEEDS (MPH) FOR HARDIE11SHINGLE INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC, 2009 2015 JBCARC and 2012 IBC (Ultimate Design Wind IBC ARC, 2006 IBCARC Speed, Vk3,4), 2021 and 2018 (Basic Wind Speed, v IBCARC (Basic Design Wind .d Speed, V,') Sheathing Type Siding Fastener Weather Exposure and of Type Fastener Location Building 8 C B feet 8 inch exposure, 0-15 116 116 150 3 nails for shingles greater than 8 in. wide, 2 nails for 20 110 110 142 shingles 8 in, wide and 4-0 1-00 1-00 —129 narrower. 9 inches from rho —An d� —q,, —15,3 Minimum IA6 inch thick Min. 0,091 in, shank 3 nails for shingles greater than 8 in, wide, 2 nails for OSB sheathing x 0.221 in. HD x 1112 shingles 8 in. wide and complying with DOC- in, long cor Delon 6 inch exposure PS 2-95 resisiant siding Nall 3 nails for shingles greater than 8 in. wide, 2 nails for shingles 8 In, wide and 5 inch exposure 3 nails for shingles greater than 8 in, wide, 2 nails for For SI: I foot = 305 prim, 1 inch = 25A rum, I mph = 0.44 m/s. 'Wind speed design assumptions per Section 6.5, Method 2, of ASCE 7-05: 1 = 1.0, Kzt = 1, Kd = 0.85, GCpi = M 8, GCp = -1 A. 2V-d = nominal design wind speed. ,3Vmt = ultimate design wind speed. 4Wind speed design assumptions per Section 30.4, of ASCE 7-10: Kzt = 1, Kd = 0,85, GCpi =0,18, GCp =-1,4. 12015 and 2012 IBC Section 1609.3.1, Eqn. 16-33, Vasd = Vtutv0_.6 6 V = basic design wind speed 7 Wind speed design assumptions per Section 30,3, of ASCE7-16: K.= 1, Kd = 0.85, GCpi = 0.18, GCp =-1.4. 12021 IBC Section 1609.3,1, Eqn. 16-17 and 2018 16C Section 1609.3.1, Eqn, 16-33, Va,d cV -476 1 Smooth -shank stainless steel nails are outside of the scope of this report 150 Reissued March 2022 Revised December 2023 This report is subject to renewal March 2024. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code CouncilO DIVISION. 06 00 00—WOOD, PLASTICS AND COMPOSITES Section. 06 16 00 Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. EVALUATION SUBJECT: HARDIEOSHINGLE PANELS, HARDIEIDPLANK LAP SIDING, ARTISANO LAP SIDING, AND HARDIEOSHINGLE INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that HardieOShingle panels, HardiePlank lap siding, Artisan' Lap Siding, and HardielOShingle individual shingles, described in ]CC -ES evaluation report ESR-2290, have also been evaluated for compliance with the codes noted below. Applicable code editions: a 2022 California Building Codee (CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD) AKA: California Department of Health Care Access and Information (HCAI) and Division of State Architect (DSA), see Sections 2.1.1 and 2. 1 .2 below. N 2022 California Residential Codee (CRC) 2.0 CONCLUSIONS 2.1 CBC: The HardieeShingle panels, HardieOPIank lap siding, ArtisanO Lap Siding, and HardieOShingle individual shingles described in Sections 2.0 through 7.0 of the evaluation report ESR-2290, comply with CBC Chapter 14, provided the design and installation are in accordance with the 2021 Intemational Building Code15 (IBC) provisions noted in the evaluation report and the additional requirements of CBC Chapters 16 and 17, as applicable. 11A OSHPD: The applicable OSHPD Sections and Chapters of the CBC are beyond the scope of this supplement. 11.2 DSA: The applicable DSA Sections and Chapters of the CBC are beyond the scope of this supplement, 12 CRC: The HardieOShingle panels, HardieOPlank lap siding, ArtisanO Lap Siding, and Hardie`pShingle individual shingles , described in Sections 2.0 through 7,0 of the evaluation report ESR-2290, comply with CRC Chapter 7, provided the design and installation are in accordance with the 2021 International Residential CodeO (IRC) provisions noted in the evaluation report. This supplement expires concurrently with the evaluation report, reissued March 2022 and revised December 2023, ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright@ 2023 ICC Evaluation Service, LLC, All rights reserved. Page 29 of 31 IMES Evaluation Report ESR-2290 FBC Supplement Issued December 2023 This report is subject to renewal March 2024. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council' DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE Section: 07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. EVALUATION SUBJECT: HARDIEOSHINGLE PANELS, HARDIEOPLANK LAP SIDING, ARTISAN® LAP SIDING, AND HARDIEOSHINGLE INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Hardie@Shingle Panels, Hardie@Plank Lap Siding, Artisane Lap Siding, and Hardie@Shingle Individual Shingles, recognized in ]CC -ES evaluation report ESR-2290, has also been evaluated for compliance with the codes noted below. Applicable code editions: 19 2023 Florida Building Code —Building in 2023 Florida Building Code —Residential 2.0 CONCLUSIONS The Hardie@Shingle Panels, Hardie@Plank (Cemplank@ and Prevail@) Lap Siding, Hardie@Shingle Individual Shingles, described in Sections 2.0 through 7.0 of ICC-ES evaluation report ESR-2290, complies with the Florida Building Code -Building and the Florida Building Code -Residential. The design requirements must be determined in accordance with the Florida Building Code -Building or the Florida Building Code -Residential, as applicable. The installation requirements noted in ICC-ES evaluation report ESR-2290 for the 2021 International Building Codee' meet the requirements of the Florida Building Code - Building or the Florida Building Code -Residential, as applicable, with the following conditions: • Design wind loads must be based on Section 1609 of the Florida Building Code -Building or Section R301.2.1.1 of the Florida Building Code -Residential, as applicable, • Load Combinations must be in accordance with Section 1605.2 if Section 1605.3 of the Florida Building Code -Building, as applicable. • Installation must meet requirements of Section 1403.8 of the Florida Building Code — Building and Section R318.7 of the Florida Building Code — Residential, as applicable. • Water -resistive barrier must be in accordance with Section 1404.2 of the Florida Building Code -Building or Section R703.2 of the Florida Building Code -Residential, as applicable. • Flashing must be in accordance with Section 1405.4 of the Florida Building Code -Building or Section R703.4 of the Florida Building Code -Residential, as applicable. • Evaluation of Artisan@ Lap Siding is outside the scope of this supplement. Use of the Hardie@Plank (Cemplank@ and Prevail@) Lap Siding has also been found to be in compliance with the High - Velocity Hurricane Zone provisions of the Florida Building Code -Building and the Florida Building Code -Residential with the following conditions: The allowable negative design wind load of Hardie@Plank (Cemplank@ and Prevail@) Lap Siding must not exceed 92 psf (4405 Pa). ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by JCC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report Copyright 2023 ICC Evaluation Service, LLC. All rights reserved. Page 30 of 31 ESR-2290 FBC Supplement I Most Widely Accepted and Trusted Page 31 of 31 ° Hapdie@Plamk(Cemplank@and Previl@) Lap Siding must beinstalled unminimum 5/8-inch-thuksolid plywood structural sheathing complying with DDCPS-1— = 5/8-inch-thick solid plywood structural sheathing shall be attached to wood studs in accordance with Florida Building Code - Building Section 2322.3. The wood studs must have a minimum specific gravity of 0.42. • 5/8-inch-thick solid on -center, Atpanel edges and all intermediate supports using allo. 2-18 1-1/4-inch (51J5 mm) long by 0,315-inch (8mm)head diameter ribbed bugle head screw. The metal studs must have a minimum thickness of 0,033-inch (0.838 mm), web depth mf3-5/8-inoh(S2.1 mm).and flange size 1-5/8-inoh(413mm). ^ Hard|e@P|ank(Cemp|anW@and PrevaiN8) Lap Siding shall be applied horizontally commencing from the bottom course of the wall with 1-1 /4-inch-wide (31.75 mm) laps at the top of the plank such that the exposure area of each plank is less than orequal tu8-1A-inch(21Omm)vertically. ° Hardie@Plank (Cemplank@ and Prevail@) Lap Siding must be fastened to sheathing over wood studs with a minimum 2- 1/2-inch (63.5 mm) long by 0.223-inch (5.66 mm) shank diameter corrosion -resistant siding nails, ° Hardie(i§)Plank (Cemplank@ and Prevail@) Lap Siding must be fastened to sheathing over metal studs with a minimum No. 8-18 by 2-1/4-inch (5715 mm)byO.O15-inch (8 mm)buQ|e head screws. = Fasteners are spaced 16 inches (406 mm) on -center and less than or equal to 8-1/4-inch (210 mm) vertically on the studs. • Fasteners shall have a minimum edge distance of 3/8-inch (9.53 mm). • Maximum support/span spacing shall be no more than 16 inches (406 mm) on -center. |naddition tothe data noted inSection 6.Oofthe evaluation report E8R^2290.data |naccordance with Florida Building Code Test Protocols for High -Velocity Zones TAS 202 and TAS 203 was submitted for Hardle@Plank (Cemplank@ and PrevaIM) Lap Siding, Use of the Hardie@Shingle Pane the High - Velocity HumoaneZonepmvisionacf the Florida Building Code -Building and the Florida Building has not been evaluated and isoutside the scope ofthis supplemental report. For productsha||ingunderFlohdaRu!e81G2O-3.varificationthatiberaportho|dar'aqua| a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report, reissued March 2023 and revised December 2023. A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRETE AND FOUNDATIONS ATTACHED TO THE HOST STRUCTURE SHALL HAVE A PRE INSPECTION. 2. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 3. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 4. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 5. ALL SLABS ON GRADE SHALL BE A MINIMUM OF 4" THICK WITH FIBERMESH, 6. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 7, ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM. THICKNESS, 8. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF, 9, THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: 9.1. OPC (PORTLAND CEMENT TYPE 1,-ASTM C 150). 9.2, AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN 3/4". 9.3. AIR ENTRAINING +/- 1% - ASTM C 260, 9A. WATER REDUCING AGENT - ASTM C 494. 9,5, CLEAN POTABLE WATER. 9.6. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 10. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 11. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1. 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 12. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: 1, CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 2000 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 1 ALL MORTAR SHALL BE OF TYPE M OR S. 1 ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8", 4 PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. C. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS, 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INCWASHINGTON D.C. THE FLORIDA BUILDING CODE 8TH EDITION (CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4, WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. S. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING #12 SPACING MAY BE 24" ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. VINYL AND ACRYLIC PANELS MAY NOT BE USED IN FLOOD ZONE A. 7, 1 "X2"X0.045` NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24" O.C. MASONRY SCREW FOR t ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED CONCRETE & EQUIVALENT SIZE WOOD SCREW WHEN BASED ON INFORMATION PROVIDED BY THE IN WOOD & #10X 1/2" EMBEDMENT SMS OR TEN CONTRACTOR AND MANUFACTURER. SCREWS IN ALUMINUM MEMBERS TYPICAL, 5, ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED D. FASTENERS: BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS ENGINEERING PRACTICES. STEEL TYPE 300 18-8, WITH STANDARD FLAT & WHEN ATTACHING TO FASCIA, THE HOST STRUCTURE WASHER UNLESS MANUFACTURER GALVANIZES SHALL HAVE AT LEAST A TX4" FASCIA AND ROOF BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TRUSS SYSTEM. CONTRACTOR SHALL VERIFY THIS TREATED WOOD. AND IF SMALLER, CONTRACTOR SHALL BRING 2, HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STRUCTURE UP TO A 2"X4" FASCIA AND ENSURE LESS STANDARD FLAT WASHERS AND NUTS. THAN A 2'-0" OVERHANG. 1 ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, 7. FBC PLANS & ENGINEERING SERVICES INC. DOES NOT RAWL, TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED EQUAL. WARRANT, EITHER EXPRESSLY OR IMPLIED, THE 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES QUALITY OF THE CONSTRUCTION, AND IS NOT SHALL BE HOT DIPPED GALVANIZED. RESPONSIBLE FOR THE INTERPRETATION OF DESIGNS S. ALL LAG BOLTS SHALL HAVE A MINIMUM AND END USE BY THE CLIENT/CONTRACTOR EMBEDMENT OF 8X BOLT DIAMETER INTO H. MISCELLANEOUS: STRUCTURAL FRAMING (G=,42 MIN.). 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED 6, LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL ON A MANUFACTURED HOME, TRAILER HOME, OR BE PROVIDED WITH PILOT HOLES HAVING A PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE DIAMETER NOT GREATER THAN 70 PERCENT OF THE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG MUST BE ENGINEERED SO THAT NO ADDITIONAL BOLTS AND SCREWS SHALL BE INSERTED IN PILOT LOADING IS PLACED ON THE MANUFACTURED HOME, HOLES BY TURNING AND UNDER NO CIRCUMSTANCES 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, BY DRIVING WITH A HAMMER. THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN SWIMMING BARRIER REQUIREMENTS OF THE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S FLORIDA BUILDING CODE 8TH EDITION RESIDENTIAL REQUIREMENTS AND ALLOWABLE LOADS AND SHALL R 4501.17 IN ITS ENTIRETY, ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO 1 DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD MANUFACTURER. FASTENERS SHALL BE A MINIMUM BY CONTRACTOR, OF SAE GRADE #5 OR BETTER ZINC PLATED. t IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF STAINLESS STEEL TYPE 300 18-8, UNLESS USING GROUT, ENSURE BONDING AGENT IS USED MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR FIRST AND ADHERED WITH MINIMUM 3000 PSI USE WITH ACQ PRESSURE TREATED WOOD, OR GROUT. OTHERWISE NOTED ON PLANS. S. SCREENING MATERIAL SHALL BE 18X14X0.013 OR 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 NOTED OTHERWISE. CLASS G-185. 6, ALL STRUCTURAL POSTS SHALL BE ANCHORED TO AN 11. FOR SMS, THE MINIMUM CENTER -TO -CENTER EXISTING/PROPOSED CONCRETE FOUNDATION FOR SPACING SHALL BE 3/4" AND MINIMUM UPLIFT PURPOSES. CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED T EMERGENCY ESCAPE & RESCUE OPENING PER OTHER WISE. FBC R 310.1, SHALL BE VERIFIED BY CONTRACTOR E. REFERENCE STANDARDS: (CURRENT �EDITIQNSO BUILDING OFFICIAL ASTM E 119 ASTM E 1300 8. ENCLOSED ADDITIONS TO MANUFACTURED ASCE 7 HOMES SHALL NOT CHANGE THE EXIT FACILITIES ALUMINUM DESIGN MANUAL -AA ASM3S, AND SPEC. FOR FOR EGRESS PER HUD 3280.105, (a) THROUGH ALUMINUM PART 1-A, & I-B (a)(2)(iv), SO THAT THE DISTANCE TO EXIT ASTM C94 DIRECTLY OUTSIDE FROM ALL BEDROOMSISLESS ASTM C150 THAN 35'AND SO THAT TWO EXITS DIRECTLY ASTM C33 ASTM C260 OUTSIDE ARE STILL MAINTAINED. A CARPORT OR ASTM C494 SCREEN ROOM SHALL BE CONSIDERED As ASTM A615 OUTSIDE. NON -HABITABLE SUNROOMS OR ASTM A185 HABITABLE LIVING SPACE MAY BE ADDED WHERE THE FLORIDA BUILDING CODE 8TH EDITION AN EXIT DOOR WAS LOCATED, AS LONG AS A NEW (CHAPTERS 16,20 & 23). EXIT DOOR IS ADDED AND MEETS THE F. ABBREVIATIONS: REQUIREMENTS OF HUD 3280.105 THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1. TYP --TYPICAL 2. SIM --SIMILAR 3, UON --UNLESS OTHERWISE U 4. CONT -- CONTINUOUS-0, 5. VIE --VERIFY INFIELD RESPONSIFli 1 I. LITY: G.1. ALL SITEBIERLUS WORK SHALL BE Pis m LICENSED CONTRACTOR IN ACCOiCANeE`Wf APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC, Z. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED r ITEMS, OR ACTUAL FIELD CONDITIONS.iL f" V L.- V V IJA 3. THESE DRAWINGS REPRESENT THE ACCEPT#I�JUTY OF THE 'SUNROOM' ROOM ADDITION ELEMENT TSW OFZEPH_YR_ PROVIDED BY THE CONTRACTOR. P, . LAN EX,40;,MINER DESIGN DATA: 1. RISK CATEGORY: 1 2, ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 3. WIND EXPOSURE: B 4. WIND LOADS - INTERNAL PRESSURE COEFFICIENT: ENCL: +/-0.18 COMPONENT & CLADDING PRESSURES: ROOF: ZONE 1: +7.4/-16.7 WALLS: ZONE 4:+18.2/-19,8 ZONE 5: +18.2/-24A SOLID ROOF (MWFRS): 24 PSF S. SOLID ROOF TYPE: 3'148"X.024", 1 LB. DENSITY EPS FOAM COMPOSITE PANEL ROOF, FL 7561 OR EQ. DEFLECTION: MAXIMUM ALLOWABLE SPAN: SITE SPECIFIC DESIGN SPAN: L / 120 12.37' 81,00' 6. FOUNDATION: EXISTING CONCRETE SLAB, PER SECTION WOF GENERAL NOTES. EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS FROM THE PROPOSED ADDITION 2 X 2: ---------------------------------------------- Z" X 2 X 3: ---------------------------------------------- X" 2- X S�� . 1 2 X 4: ---------------------------------------------- 2' X 4" X 0,050" 2 X 5:---------------------------- -----------2„ X 5" X 0.050" 3 X 3: --------- -------------- ----------- ----------- 3" X 3' X 0J2 51, 1X2 ----------------------------------------------- 1" X 2 "'' XX IX3: ---------------------------------------------- 1" X 3:: 0:1141:: SNAP SECTIONS 2 X 2 SMS: ---------------------------------------- 2" X 2" X 0,045" 2 X 3 SMS:-------------------- --- - 2" X 3" X 0,072" 2 X 4 SMS: ---------------- ------------------------ 2" X 4" X 0,045" 3 X 3 SMS:----------------------- - ---- 3" X 3" X 0.090" SELF MAI!Nq_(SI�II$) 2 X 4 SMB: ---------------------------- 2" X 4" X 0.044" X 0.100" 2 X 5 SMB: ----------2" X 5" X 0,050" X OJIB" 2 X 6 SMB: ---------------------------- 2" X 6" X 0,050" X 0.120" 2 X 7 SMB: ---------------------------- 2" X 7" X 0.057" X 0.120" 2 X 8 SMB: ------------- -------------- 2" X 13" X 0,072" X 0,224" 2 X 9 SMB: ---------------------------- 2" X 9" X 0X72' X 0.224" 2 X 10 SMB: ------------------------- 2" X 10" X 0.092" X 0.374" TUBE SECTIONS 2 X 2; ---------------------------------------------- 2" X 2" X 0.090" INDEX 0 1 HEREBY PLAN AND I C tit �1 1 �1 1 XI LLJ 1 I I I I I I EXISTING CONCRETE BLOCK WALLS I 1 EXISTING WINDOWS 1! 11 9 11 SEE BEAM TO lI SEE BEAM TO I !! WALL DETAIL MALL DETAIL I1 19 � I1 I1 I I I! I1 II II � II II II I! I I I i II II II Ii 1 1 lI � III I !1 PROPOSED SUN ROOM 11iml 11 WITH COMPOSITE ROOF 11 �' C3 �i!ffi 11 :21 U5! 11� m11my 00i1L�J01 � 11 Nl1ry 10 �1 1 11tiJ 1!0 1 co i i w i 1 PATIO COVER 1l� I1 1 11� 11 EXISTING CONCRETE I GLASS H.S. i i if SLAB/FOOTING WINDOWS I1 II 11 11 I I li I I 4'-0" II I !1 I I i 1 f! li -------- II 2X5 SMB I! 2X6 SMB _ -_ ---- ------------------ I 81-0.1 1 6°—fl" 16'—fl" FLOOR PLAN SCALE 1/4"=V-0" n � C' h to c) C3 z o C� Z C � w _ is > o ¢ a m m oyr N�a w 3 0 H z �mc co z e ab� c Z �> o. n M ¢� z o 0 0 z S c>i� m w PLAN/ELEVATIONS Ow- 0 ywl I 2XB SWB—� CARRIER BEAM 311X48"X.024~ 1 LB DENSITY EP3 FOAM COMPOSITE PANEL ROOF, FL 7581 OR ED. WITH SHINGLES CARRIER BEAM 2X8 SMB --------� / / 2x6SmB = / , m | m / = | �Lo — — — | x x x | | to | | | / | GLASS H.S. || | || | || | WINDOWS|| \~ || u 4^�+u u | |! / /� .L|| | ^�+o° u / 12^X12~ MONOLITHIC FOOTING 2X3A0M. STUDS @ 16' O.C. FINISHED WITH H&R0—BOARD SIDING FRONT ELEVATION THIS WITH 3"X48"X.024", 2 LB. DENSITY EPS FOAM (,nmpn<,,lTF PANPI PnnF F1 7riRl np Pn I n7 Al I lki =1 int- I 4 c2l SUN ROOM WALL ELEVATION SCALE 1/4"=1'-0" lo'T Ar 4110� .70667 STATE OF **A lo, 0 %N7 e g; p RS L r T. E-- < z CD n m j S- < > z 9, z z Z cA CIO > II Ln Ln m ro m re rn C4 E-- tn cn z z z z 0 0 0 z fir* 7 < < PLAN/ELEVATIONS FASTEN COMPOSITE PANEL TO BEAM WITH #12 TEK SCREW AND 1-1/4"0 NEOPRENE WASHER AT 8" D.C. (USE SCREW LENGH EQUAL TO COMPOSITE PANEL THICKNESS PLUS I "MIN.) EDGE BEAM PER PLAN, SEE BEAM TO POST DETAIL 3'X060" REC. CHANNEL W/#10X3/4" @ 12" O,C TOP & BOTTOM INTO PANEL #8X3/4" TO ATTACH FLASHING TO ROOF I PANEL @ 12" O.C. ------------------------ ------------------------- ------------------------ ------------------------ ---------------------- 2X6 SMB 7SEE BEAM T07POST DETAIL PATIO COVER 3X3 ALUM POST ALUMINUM FLASHING ATTACHED Wl #8 X 3/4" TEK SCREW AT 12" 0,C., CAULK ALL SEAMS SEALANT BETWEEN 6" MIN. WALL & HEADER CHANNELN MASONRY CONNECTION: — Y4"O CONCRETE ANCHORS @ 24" O.C., 2 ROWS STAGGERED W/2-3/4" MIN. EMBEDMENT WOOD FRAMING CONNECTION: Y4"0 LAG SCREWS @ 16" O.C, 2 PER STUD W/2-3/4" MIN. EMBEDMENT 3"X.060" ALUM, HEADER CHANNEL - CONNECTION DETAILS PANEL ROOF fffilam #12X4" SMS W/lY4"0 — NEOPRENE WASHERS @ 8' O.C. PER PANEL 9� 2"X2"XPOST DEPTH N25" EDGE BEAM PER PLAN MIN, ANGLE ATTACHING POST TO EDGE BEAM W/3 #12)4'! SMS EACH LEG, BOTH SIDES OF POST 1901119im, gmauamwm COMPOSITE ROOF PANELS. FASTENED TO BEAM W/#12X4' SMS W/li"O NEOPRENE ATTACH SHINGLES TO COMPOSITE ROOF WITH FASTEN SMB TO RECEIVING WASHERS @ 8" O.C. PL 2000 PREMIUM ADHESIVE OR EQUIV. AND CHANNEL W/ #12x3/4" TEKS PROVIDE (2) 3/8" TO 112"THICK CONTINUOUS (I SCREW I INCH OF BEAM HEIGHT) ADHESIVE LINES PER SHINGLE SPACED 4%6" APART. STAGGERED --------- -OR- ASPHALT — — — — — EXISTING WALL FRAMING ADHESIVE MEMBRANE APPLIED TO METAL, SHINGLES SHINGLE — -- ------ — ----- _L570 SCREWED OR NAILED THROUGH MEMBRANE PER NOTE. 2X SMB PER PLAN 0- 2X SMB PER PLAN smommmommob. STANDARD ROOFING NAIL 4: 0 Lk L OR WAFER HEAD SCREW ---- — -- 1/4"OX2' EMBEDMENT, CONCRETE ANCHOR, L,2X EDGE / END BEAM (OR SAME SIZE LAG SCREW (6 PER SHINGLE) PER PLAN FOR WOOD CONNECTIONS) COMPOSITE PANEL ALUMINUM POST 2"X2"X.060"X BEAM DEPTH' 6" FROM EACH END & 24" O.C. ROOF MIN. 060 RECEIVING CHANNEL PER PLAN RECEIVING CHANNEL FASTENED TO POST W/ #12x3/4" TEKS AT EACH SIDE OF BEAM (1 SCREW / INCH OF BEAM HEIGHT) W/(Ij 1/4"OX3` CONCRETE NOTES: STAGGERED ANCHOR INTO WALL & 1. FOR STARTER ROWS, ADHESIVE LINE SHALL (OR SAME SIZE LAG SCREW IX OR 2X FOR WOOD CONNECTIONS) BE PLACED WITHIN I" OF PANEL EDGE, PER PLAN (4) #IOX3/4" SMS, INTO BEAM 2. ASPHALT SHINGLES ADDED FOR AESTHETIC PURPOSES. BEAM TO POST CONNECTION EDGE If END BEAM TO HOST STRUCTURE DETAIL SHINGLE ADHESIVE DETAIL WITH RECEIVING CHANNEL EXTERNAL BASE: INTERNAL BASE: 2- %`0 MACHINE BOLTS WITH WASHERS OR (4) ALUM. SQUARE COLUMN, PER PLAN #14XY4" SMS EACH SIDE 2"X2"X.125" ANGLES EXTERNAL OR 11 GA. INTERNAL ALUM, BASE, EQUIVALENT POST BASE PREDRILL VERT. FLANGES (4) 1/4`0 CONCRETE SCREWS, (INTERNAL BASE) W/3" EMBEDMENT, 3" MIN. EDGE DISTANCE (1) X` 0 LOT CONCRETE SCREW PER OUTER FLANGE WITH 2XV MIN. EMBEDMENT AND 3" MIN. CONCRETE EDGE DISTANCE 2 #5 REBAR CONTINUOUS 4 12- 4" CONCRETE SLAB & 3000 PSI FOOTER PER SECTION WOF GENERAL NOTES. POST CONNECTION TO CONCRETE DETAIL #2 —RECEIVING CHANNEL ATTACHED TO POST OR GIRT W/ #10X 3/4" @ B" O.C. REC. CHANNEL OPTION — FASTEN POST TO REC. CHANL. W/(2) #12XJ" TEKS @ EA, POST — 7/16" PLYWOOD SHEATHING, FASTENED TO ALUMINUM FRAMING W/#10 X 3/4" TEK SCREW @ R'O,C. COVER WITH HARDI-SIDING PER MFGES SPECS. - 1"X2"X.060" RECEIVING CHANNEL FASTEN RECEIVING CHANNEL WITH 1/4 0 CONCRETE SCREW ANCHORS, 4 2" MAX. EACH SIDE OF THE POSTS; Z Y," MIN. EMBEDMENT & 3 MIN. FASTEN IX OPEN BACK TO CONCRETE EDGE DISTANCE WITH 1/4`0 CONCRETE SCREW ANCHORS @ 24" O.C., W/2- 3/4" EMBEDMENT MIN. ALUMINUM GIRT/ FRAMING CONNECTIONS OPTION #1 (4)#10XI-1/2" SMS INTO SCREW BOSSES OPTION #3 ; I'll"X062" ANGLE CLIPS W/(2) #12XY4" SMS, EA. LEG, TOP AND BOTTOM OF CLIPS 2"X GIRT ANGLE OPT, 2X2L062" ANGLE W/. (2) #10 X 3/4" SMS, EA. FLANGE 2X3 ALUM. POSTS 9 16' O.C. 2X2,1062'ANGLE W/- (2)#l0X3/4"SMS IX2 MIN, OPEN BACK, SIDING ABOVE/BELOW WINDOWS, SEE ELEVATION c. 0 0 O TEMPERED GLASS DOOR NEXT TO DOOR DOORS & WINDOWS ATTACHED PER MFG. SPECIFICATIONS NO-70667 STATE OF 00 A% 'EDTHIS WITH H 'U�V f% so .4ft % CG z < < O J < cl < > < C� z m z -E z z Z ZE z L; W E_ C4 d. < z Sz m z C4 C4 ALUMINUM DETAILS SUN ROOM S-5 S.M.B.W DEPI S.M. . WEB I TUBE ALL I mN« CORROSION, RESISTANT m I HEREBY PLAN AND FASTEN COMPOSITE PANEL TO BEAM WITH #12 TER SCREW AND 1-1/4"0 NEOPRENE WASHER AT 8" O.C. (USE SCREW LENGH EQUAL TO COMPOSITE PANEL THICKNESS PLUS 1" MIN.) ff mmm� M-- v KIINIERM 3"X 060" REC. CHANNEL W/#lOX3/4" @ 12" O.C, TOP & BOTTOM INTO PANEL #8X3/4" TO ATTACH FLASHING TO ROOF PANEL @ 12" O.C. ---------------------- or 0 2X6 SMB SEE BEAM TO POST OF PATIO COVER 3X3 ALUM POST OPTION 1: (1) Y2" 0 LDT CONCRETE SCREW PER OUTER FLANGE r--"—"--� AS SHOWN WITH 23Y4 MIN. EMBEDMENT AND 3" MIN. CONCRETE EDGE DISTANCE L_ I— TOP VIEW EXTERNAL BASE: 2- YB"O MACHINE BOLTS WITH WASHERS OR (4) #14X%4" SMS EACH SIDE 2"X2"X.125" ANGLES EXTERNAL OR EQUIVALENT POST BASE (1) Yz"0 LDT CONCRETE --- SCREW PER OUTER FLANGE WITH 2%" MIN. EMBEDMENT AND 3" MIN, CONCRETE EDGE DISTANCE 4 e CONCRETE SLAB PER PLAN ATTACH SHINGLES TO COMPOSITE ROOF WITH PL 2000 PREMIUM ADHESIVE OR EQUIV. AND PROVIDE (2) 3/8" TO 1/2" THICK CONTINUOUS ADHESIVE LINES PER SHINGLE SPACED 4"-6" APART. -OR- ADHESIVE MEMBRANE APPLIED TO METAL, SHINGLES SCREWED OR NAILED THROUGH MEMBRANE PER NOTE. 3"X48" COMPOSITE ROOF PANELS, FASTEN TO BEAM W/#12X4" SMS W/1 Y4"O NEOPRENE WASHERS @ 8" O.C. CONNECTION W/(#) 3/8"0 THRU BOLTS,WASHERS & NUTS CORROSION RESISTANT, TYPICAL NOTE: MINIMUM EMBEDMENT OF BE 2-3/4" AT ALL POST LOCATIONS. ALL SCREW LENGTHS AT POST CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE WHEN A PAVER DECK IS PRESENT INTERNAL BASE: ALUM. POST PER PLAN 11 GA. INTERNAL ALUM. BASE, PREDRILL VERT. FLANGES (4) 1/4"0 CONCRETE SCREWS, (INTERNAL BASE) W/3" EMBEDMENT, 3" MIN. EDGE DISTANCE 2X SMB SIZE PER SITE SPECIFIC DRAWING ALUMINUM COLUMN LOCATED PER PLAN FASTEN RECEIVING CHANNEL TO SMB W/ #10 X 3/4" TEK SCREW (1 SCREW / INCH OF BEAM HEIGHT) STAGGERED, BOTH SIDES 2"X2"X'BEAM HEIGHT" X.125" MIN. RECEIVING CHANNEL ORANGLE 2X SMB CARRIER BEAM PER PLAN FASTEN RECEIVING CHANNEL TO EXIST. ° MASONRY WALL W/4" OX2-3/4" MASONRY ANCHORS, 1 PER 2 INCHES OF BEAM HEIGHT, EACH SIDE FASTEN BEAM TO CHANNEL W/#IDXJ" SMS, 1 } SCREW PER INCH OF BEAM HEIGHT, EACH SIDE >Y Z O 4 BEAM TO MASONRY WALL CONNECTION 1-1/2" X 2-1/8" X 1-1/2" X 0A25" INTERNAL OR EXTERNAL RECEIVING CHANNEL 0 2X SMB o CARRIER BEAM o z PER PLAN 0 o ©� Z O FASTEN INTERNAL OR EXTERNAL S RECEIVING CHANNEL TO STRUCTURAL LL WALL MEMBER WITH 1/4"0 X 2" LAG SCREW (1 SCREW / 2 INCHES OF BEAM HEIGHT) BEAM TO WALL CONNECTION FASTEN SMB TO RECEIVING CHANNEL W/ #12x3/4" TEKS (1 SCREW / INCH OF BEAM HEIGHT) STAGGERED MIN. 060 RECEIVING CHANNEL FASTENED TO POST W/ #12x3/4" TEKS (1 SCREW / INCH OF BEAM HEIGHT) STAGGERED, OR THRU-BOLTS PER TABLE ALUMINUM POST PER PLAN BEAM TO POST CONNECTION 4 W.% m STATE OF �� > 0�� PR 0 V z H z a s a ¢ FL Z o a x z w C O N z m o tin � v w p c 0 ca z ti � w z run 0-0 a ZQ ro 'I pU-) GO ~ � CT' Cn tn n G o Z r � ® � -4 W n N cv N � 3 c Z Z Z z o 0 0 ZD cn a _ ALUMINUM RETAILS PATIO COVER