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1546 Ocean Blvd - Permit RES18-0140 Jar*. .�S CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0140 Description: replace hardie siding, soffit, &fascia Estimated Value: 18009 Issue Date: 4/26/2018 Expiration Date: 10/23/2018 PROPERTY ADDRESS: Address: 1546 OCEAN BLVD RE Number: 171884 0000 PROPERTY OWNER: Name: CAMPBELL DONALD ROGERS Address: 1546 OCEAN BLVD ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: THE HOME DEPOT Address: 9208 Florida Palm Drive Raquel Swanner, Boysie Ramdial TAMPA, FL 33619 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. City of Atlantic Beach APPLICATION NUMBER = St Building Department (To be assigned by the Building Department.) 800 Seminole Road ' -o / 't C) Atlantic Beach, Florida 32233-5445 't ~ Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Sal lP L &VC� q Property Address: D ent review re uired Yes No Building Applicant: \ ��-� mk_. a Zoning Tree Administrator Project: i ���� Q- l l Q S l Sj} Public Works Public Utilities �� C1 Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. ❑Not applicable (Circle one. Comments: BUILDIN PLANNING &ZONING Reviewed by: tv Date:-"-/-C9 3-do) TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 dM TMS P101c Up MT-83T-8400 _ .3 Building Permit Application ` Updated 12/8/17 OFFICE COP City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 APR 1 6 2018 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: L Sy(o �C�U•V] `�� \ Permit Number: Legal Description !�-l]•��� -a R Lc�`�Hyl �O�y L6T 3 (a)\�c C T RE# Valuation of Work(Replacement Cost)$ r p v6 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esidential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of wortto be perf rmed: ys \ate, u��yl sa C q Florida Product Approval# /L')1 a C�J)_3 for multiple products use product approval form Property Owner Information (� Name:IA"\`� �a�`�� y Address: /�(!pCCU—(,, & City Qj._o.� StateZip Phone VC4 • Cu,Tc1 E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Qa Name of Company: Qualifying Agent: Address rk-,4C _ City-Tb'-V'P State fi-- Zip S3 i Office Phone ')- IL 7-"6 Job Site/Contact Number -7,,1'2—(L37—J-!4 S State Certification/Registration# E-Mail Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. j (Signature o O ner or Agent) (Signature of Contractor) (including contractor) -� Signed and sworn to(or affirmed)before meth _day of igned and sworn to(or affirrBed)before me this 3V day of WI>c�eal o�tl l �', b o,�� � by X711 c1.0 y.�l•cam (Signature of Notary N til >±(!iAA"*': 2►� ALLEY ' A N(DIAKY FOUBLIG pCHRISTINE R.O'M e [ ]Personally Known OR ],Personally Known OR t. MYCOMMISSION#GG 163512 KProduced Identification 9'fATt CP FtA tIdR [ ]Produced Identi ication t'o EXPIRES:January 29,2022 Type of Identification: L Cornmli GG 132355 Type of Identification: •`gip Bonded lhruNotary PubkUmWffAm Expires 9/7/2021 Doc # 2018074878, OR BK 18333 Page 1780, Number Pages : 1 , Recorded 04/02/2018 08 : 21 AN_, RONNIE FUSSELL CLERK CIRCUIT CCURT DUVAL COUNTY RECORDING $10. 00 Per"114 -4--- OFFICE COPY • ' �CA NOTICE OF COMMENCEMENT State of -- - laxFolio-o. C�nunty of-0,4 V CA To W110111 It IVWN Concern -- The undersionrr' icreby informs cut that itnpmvemews Acill be made Io certain real property.and in accordance with Section 713 of t}Ic('lorida Statutes,tl;e followittn inti>r nation iS stated in this NOT'I('F OF CO\iNii NCENIINT. t_egal Description of property being im,71roved: 10 11- l -- General description of improvements: W L 7l v.a'.S�A?_�„ .a, goo C t`� owner;�6VIIAA . tyglb.,Ak Addr ss: txVrQ pCs CV, 0� rt'T�G�Tr�e�cL1 (hater's intereat in site ofthe improvement: Fac Simple Tillcholder iifother t11a11 owno : Narn Address r=la t 4\yt� Tcicphanc Nu.. —— —— — Pax No: Surer) (if. — AddAmount of flond S Telephone No: Fax No: \al.ne and address of any pe-son making a loan for tlic construction of the improvements Naine: ,Address: — Phone Nn: — — Fax No: t\nme of pers.-in within the State of Fiuricla.other than himself,deli stated by owyer upon whom notices or other doctutterts may be served: Nan=: Address: Tclrpl-:une No: — _ — --..--— ..--— -- — —. .._...._. Fax No: _ Tn acidition to hhnl ,clf, owrie.r c'e:ignams the liillowir.g person .n receive a copy of the _ienur s Nulice as rrovict:rl in Sect;o:t '.13.UGff2)(bT..`-lot ic;:I Startucs. (Fill in at Owner's option) Nnine: Address: Telephone No Fax No — Fixpiratiott date of N014'e o*Cuntmolcemeni (fi:e expilntion date is one(I i year Iron;t11C date of recording unless a different date is specified}: TIIIS SPACE FOR REC(IRDE IS 11SG ONLY OWNFA4 f fd- _ flare f3 tt i'et is a}�� da} ,t Ur���e�— n the CotMiN of N 1.State Ol: lori`(la..has ermialiv a ew,d ._ 1 PP �t Ncxar%Public at L, r�C.St rte of Florida.t'otmn cif Dural. ,M)comn-issio Cxpires: — Pcrsonall\I{nnmn: NO-MRY-PUBLIC- c -STATE OF F40RIDA Ccm:mt 00131355 Exores$:71;40Z I 10-73��3 � PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: �� � Permit # R & S 1k -C)!,qv Project Address: 0-46 Otx-&-vi As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuildin .or . Category/Subcategory Manufacturer Product Description Limitation of Use Stere It Local# A.EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4.Roll up 5.Automatic 6.Other B.WINDOWS 1. Single hung 2.Horizontal slider -.... 3.Casement 4.Double hung 5.Fixed 6. Awning . .. E 7. Pass-through ATtANTM1aCH`- SEE RERI Ills FOR AG) :PIGNAI= 8.Projected REQUIREM NTS AND-6 DITIONs 9.Mullion 10.Wind breaker c 11.Dual action 12 Other .,...w._ . �....,_. Catel;ory/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Siding r�� ceQ1�.��L 1 i 9�• 2. Soffits 3. E1FS a j3S� 1 4. Storefi-onts 5. Curtain walls 6. Wall louvers 7.Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco .._ 11. Other D.ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fastencrs 4. Nonstructural metal roof 6. Modified bitumen 7. Single ply rooting 8. Roofing tiles 9. Roofin insulation 10. Waterproofing I l. Wood shingles/shakes 12. Rooting slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 2.Other Category/Subcategory Manufacturer Product Description Timitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) (Signature) -- Company Name: � � ►� Mailing Address: CtAJ8 City: a C-,- State: Fc_..- Zip Code: Telephone Number: ("7d'_)) &37 - S_y 66 Fax Number: ( ) Cell Phone Number: ( ) E-mail Address:--lir. -0 Ma 1121 �_ �;rePerM - <o/"' 7-2xSb t✓-t�s r -- AK m � s a lt; xJ:7 c W QTY �bk5 Yj ,4 L a D� R- Cb 1 2x 7 3 7 3 21 � &tea �'=y i ffif►'iT Cr �—__�flibk:��'�+EHI°-$IDiii{s SPE NE ':iwz:.MaNf_..__ ,__ OESGRIPTiON OF WORK r 32�u3 JJ� T p a,:'; ^s ^"��6+:S#Ft7 tt FA i r AiF F Bi.JwI"�fi'a Tittd9'OEN'"L t1ffiSi.{HI;tG WwoA «t4A r�'xv'rmta+Y'w»f»s:.:e, „vM,Mx r�p»h,�rr+MF.S�s^A':� —.—.___ —_—. ��x_,•m3.R §r ,,.5.rw".v1e,.'. ,:...+w. �'• t .zeW4tA�Abn`• �, f}(�r PnarN ` Lb;�7kmw, :s3:q p£zWjls i $01,c- N u a .......... .. .. e }j W WDt)W 6 DOOR TRNi {F 1 1e`rMa, an *"s u� ay�4GM» ikMRt �tjtjtj G e. � ��RfIe NMN Maa A�c.Y kr 6,yyt5 >tef ut r,w<�ve _l.__,y.._..... , t _......� REfiIOy6&RPyNST�L� PCrlkGp CEILING* DACE:itoTtEo w000 SPECIALTY WRAPS a _._.�_.__.._.. ...�.___. "._.._ _. ,..�_.____......r.....__. _ PAIN'x C:OL9AiS 9v SPECLx+sCATi;Ng; —'t. t'x �u': .ux at�pa8»wxwkXd Crx htt=•.e. -C513kMP t(?,48?ti6:?Rak, :kn�Ay'(%4p'9!d,7dmeFe MxM t:�v!,F�Uxs 1 ro.• -dII`e*'«Grrr,^-.,e!!*.^,,u-'..w ; L -OTE:aNF}erw wlmm<a:x�r.::mC:ecr i»:>,»,ap. 411 Z xaay *wee ,+,N✓,p iM3if h .�.,*+ ..«_......_ s,4»f,,ryc Rvy, haw.g. i:vXw.4 aar,qu..¢. wHe E�i F?W W _ SPECIAL PAINT INSTFUCTM3NS. ._ ._......_ _._ ._.._ Rc tWwiRogM9vnq�a'4,N aww.. #IA•.wwwp w»oy..aw 9a .� ...... , Si3ax4a!M»�aM Gene�lswa 41M n.,�`w a�ve-r»,»we m m�rw'�ow K�WMN»WY.,t M Ore A14. _. r«Ne+d aae4ix Ai•»o.wvs A��Ha'w+��r,-%»�uw��;p .tzcwub ss.«aa Ma,wa»t pr mq»a _ -........ 7 " yr»eMnaM.vrop✓4.ws»,.PK'aN[�tm MNw+«. 3.c•:.9w ._r't�S„„„ ._� 12/11/2017 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search p j Product Approval USER:Public User �Cr Product Approval Menu>Product or Application Search>Application List>Application Detail '' FL# C FL13192-R5 Application Type Revision Code Version 26i-Jr Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products,Inc. Address/Phone/Email 26300 La Alameda Ste.250 Mission Viejo,CA 92691 (909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Ronald I.Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA,Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13192 R5 COI RIO-Certificate of Independence odf Referenced Standard and Year(of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 EQuiv RI0-2692B-17 ASTM C1186 eauivalencv.odf http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtskp/o2bGnUu47ogxmaHRnHilDSL7Rnc9nl4NP2iZim2vOrA%3d°/*3d 1/3 12/11/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13192.1 Cemplank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13192 R5 11 CemPlank-lnstailation.pdf Approved for use outside HVHZ:Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame pdf Impact Resistant: N/A FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU Ddf Design Pressure: N/A FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.Ddf Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.1)df 0406.06 Verified By: Ronald I.Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.Ddf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.pdf FL13192 R5 AE NOA 17-0406.06.pdf Created by Independent Third Party:Yes __... ... t....._............................................................. ............. ......... 4. ......... 13192.2 HardiePlank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame pdf j Approved for use outside HVHZ:Yes FL13192 R5 Il ER RIO-2687-17 Plank Shingle to CMU pdf Impact Resistant: N/A FL13192 R5 I1 ER RIO-2688-17 Plank WSP Sheathing pdf Design Pressure: N/A FL13192 R5 II HardiePlank-Installation pdf Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 11 NOA 17-0406.06.odf 0406.06 Verified By: Ronald I.Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing pdf FL13192 R5 AE NOA 17-0406 06 Ddf Created by Independent Third Party:Yes _ ......... 13192.3 HardieShingle Individual Shingles fiber-cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 I1 ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ:Yes Frame.pdf Impact Resistant: N/A FL13192 R5 11 HardieShingle-Installation.pd Design Pressure: N/A Verified By: Ronald I.Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.pdf Created by Independent Third Party:Yes 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 FL13192 R5 I1 ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ:Yes Frame.Ddf Impact Resistant: N/A FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU Ddf Design Pressure: N/A FL13192 R5 II Hard ieShingle-Installationrid f Other: Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.pdf http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIlDSL7Rnc9nl4NP2iZim2vOrA`/a3d°/a3d 2/3 PROJECT RIO-2688-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE®BRAND FIBER-CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 2A THROUGH TABLE 2C,ALLOWABLE DESIGN LOADS BY PLANK WIDTH 4 DESIGN WIND LOAD PROCEDURES 5 TABLE 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 6 TABLE 5,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 6 TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 6 TABLE 7,ALLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING 7-12 LIMITATIONS OF USE 12 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY.- RONALD Y:RONALD 1. OGAWA&ASSOCIATES, INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH, CA 92649 ,o��� \.OGA = 714-292-2602 ,�� —� 714-847-4595 FAX 2 121 STATE OF oc FLQ���3�. 1 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT HardiePlank®Lap Siding James Hardie Product Trade Names covered in this evaluation: HardiePlank®Lap Siding,CemPlank®Siding,Prevail-Lap Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 Intemational Building Codeg EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePlank(CemPlank,Prevail Lap)siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1.Intertek Report 3148104C00-002,Transverse load testing on HardiePlank and HardiePanel Fiber-Cement panels 2.Intertek Report 100717048000-003,Transverse load testing on HardiePlank and HardieShingle ill 110 toll � i3Gaw � `1 '�• 121 :, o STATE OF � ; _ �'p••••• FLORA©P �'��� +: -8SI0N A\- 2 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@iameshardie.com TEST RESULTS: Table 1.Results of Transverse Load Testing Report Number 3148104COQ-002 3148104COQ-002 100717048COQ-003 100717048COQ-003 Test Agency Intertek Intertek Intertek Intertek Thickness(in.) 0.3125 0.3125 0.3125 0.3125 Width(in.) 5.25 9.25 8.25 8.25 Wood 2"x 4"SPF Wood 2"x 4"SPF Wood 2"x 4"SPF Wood 2"x 4'SPF Frame Type w/7/16' w/7/16" w/7116' w/7/16" OSB sheathing OSB sheathing OSB sheathing OSB sheathing Frame Spacing(in.) 12 12 B 6 Fastener Type #8 waferhead screw,1 #8 waferhead screw,1 4d ring shank siding 4d ring shank siding 5/8"x 0.375"HD 5/8"x 0.375"HD 1.5"x 0.090"x 0.215" 1.5"x 0.090"x 0.215" Fastener Length(inches) 0.625 1.625 1.5 1.5 Fastening Method Blind nailed to OSB Blind nailed to OSB Blind nailed to OSB Blind nailed to OSB Ultimate Load(psf) 310.4 138.8 152 198 Design Load ' 103.5 46.3 50.7 66.0 Effective Tributary Area ft 0.333 0.667 0.389 0.292 Fastener Load,as tested 34.5 30.8 19.7 19.3 (lb/fastener) Adjusted withdrawal design bad Calculated fastener withdrawal load is compared with the 35.6 35.6 test result and the more conservative one will be used. (Ib/fastener),W Net Fastener Penetration(in.),P 0.437 0.437 Wood Spec Gravity,G 0.70 0.70 Nail Shank Diameter(in.),D 0.090 0.090 Withdrawal design value per NDS 2015 or ESR-1539(Ib/in.penetration), 50.9 50.9 W 1.Allowable design load is determined from ultimate load divided by a factor of safety of 3. 2.Hardie Plank Siding complies with ASTM C1186,Standard Spec/fx:ation for Grade ll,Type A Non-asbestos Fiber-Cement Flat Sheets. 3.An equivalent spec gravity of 0.70 for ring shank nails installed on OSB is recommended by APA TT-039C. 4.Calculated fastener withdrawal load is compared with the test result,and then the more conservative one wi0 be used. For all cases in the table,the adjusted withdrawal design value,W,is calculated as W=CD'W•P Where, CD=load duration factor per NDS-2015 Table 2.3.2 for wind/earthquake load=1.6 W=withdrawal design value,calculated per NDS-2015 or ESR-1539,whichever applicable P=fastener embedment depth,in. When nail shank,D,z 0.099 inch but:5 0.375 inch for smooth shank nails,NDS-2015 equation(11.2-3)is used to calculate withdrawal design value W=1380-G(5/2)'D Where, G=wood specific gravity per Table 11.3.3A D=nail shank diameter,in. When nail shank,D,is less than 0.099 inch,or in the case of ring shank nails, the withdrawal design values were obtained from ICC-ES ESR-1539 Table 2. STAB OF `� -��'p�; FLOR��P •����t FSSlONNV 3 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC- 1-888-542-7343 info@jameshardie.com For Table 2A to 2C the designs loads will be calculated by proportioning the tributary area to each fastener,thereby design load to each fastener will be kept constant. By doing so,the allowable design load for various HardiePlank widths and stud spacing will be determined. Table 2A,Allowable Design Loads Based on Constant Fastener Load,#8 wafer head screw x 0.375"HD,fasteners concealed(blind screw)at 12"O.C.to WSP sheathing only For 5.25 inch wide HardiePlank: Design load=ultimate failure load/FOS=-310.4 psf/3=-103.5 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((5.251.25)X 12)/144=0.333 sq.ft. Fastener load=design load X tributary area=-103.5 X 0.333=-34.5 pounds For 9.25 inch wide HardiePlank: Design load=ultimate failure load/FOS=-138.8 psf/3=-46.3 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((9.251.25)X 12)/144=0.667 sq.ft. Fastener bad=design load X tributary area=-46.3.5 X 0.667=-30.8 pounds The fastener bads for all other plank widths were linear interplated from the two tests based on plank width Calculated allowable design load=fastener load tested condition divided by area tributary for the condition to be calculated c m N a A C d O N m@ N m r HardiePlank Width V c E 't m$ aui a'z o �i H o o m m (inches) i-c» LL(o W iE a 0 a IL J 5.25 -310.4 12 0.333 -103.5 -34.5 6.25 12 0.417 -80.6 -33.6 7.25 12 0.500 -65.3 -32.7 7.5 12 0.521 -62.3 -32.4 8 12 0.563 -56.9 -32.0 8.25 12 0.583 -54.4 -31.8 9.25 -138.8 12 0.667 -46.3 -30.8 9.5 12 0.688 -44.5 -30.6 12 12 0.896 -31.6 -28.3 Table 28,Allowable Design Loads Based on Constant Fastener Load,4d ring shank siding nail(1.5"x0.09"0.215"),fasteners concealed(blind nail)at 8"O.C.to WSP sheathing only For 8.25 inch wide HardiePlank: Design load=ultimate failure load/FOS=-152 psf/3=-50.7 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((8.25.1.25)X 8)/144=0.389 sq.ft. Fastener load=design load X tributary area=-50.7 X 0.389=-19.7 Itis The fastener loads for all other plank width were calculated based on the same fastener load Calculated avowable design load=fastener load tested condition divided by area tributary for the condition to be calculated m h v a n � A 0 N'dm U L U J 3 LL d 0 HardiePlank Width - c E E L. y is u e a O- 2 fn b Ql (inches) U S LL n'` w ? a o a u- 5.25 8 0.222 -88.7 -19.7 6.25 8 0.278 -70.9 -19.7 7.25 8 0.333 -59.1 -19.7 7.5 8 0.347 -56.7 -19.7 8 8 0.375 -52.5 -19.7 8.25 -152 8 0.369 -50.7 -19.7 9.25 8 0.444 -44.3 -19.7 9.5 8 0.458 -43.0 -19.7 12 8 0.597 1 -33.0 -19.7 Table 2C,Allowable Design Loads Based on Constant Fastener Load,4d ring shank siding nail(1.5"0.09"0.215"),fasteners concealed(blind nail)at 6"O.C.to WSP sheathing only For 8.25 inch wide HardiePlank: Design load=ultimate failure load/FOS=-198 psf/3=-50.7 psi Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((8.25.1.25)X 6)/144=0.292sq.ft. Fastener load=design load X tributary area=-66 X 0.292=-19.3 lbs The fastener loads for all other plank width were calculated based on the same fastener load Calculated allowable design load=fastener load tested condition divided by area tributary for the condition to be calculaW f f //eeie d ill 4�.OGAIN 0 om `m m- mZ a-r `ma 1� o= c c y > m 3 c c c HardiePlank Width °•'c E '� m y .n o L- ti (inches) ci m` w i- 3 o a 5.25 6 0.167 -115.8 -19.3 121 6.25 6 0.208 -92.6 -19.3 ti 7.25 6 0.250 -77.2 -19.3 :. 7.5 6 0.260 -74.1 -19.3 8 6 0.281 -68.6 -19.3 -o STATE OF 8.25 -1986 0.292 -66.0 -19.3 a �� 9.25 6 0.333 -57.9 -19.3 e�P��FS FtOR10P••;,• 9.5 6 0.344 -56.1 -19.3 R n A 12 6 0.448 -43.1 -19.3 5�O N,( l. f 4 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET 11443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber-cement siding transverse load capacity(wind load capacity)is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design load is based on factor of safety of 3,allowable design loads on fiber-cement siding correlate directly to required design pressures for Allowable Stress Design,and therefore should be used with combination loading equations for Allowable Stress Design(ASD). By using the combination loading equations for Allowable Stress Design(ASD),the tested allowable design loads for fiber-cement siding are aligned with the wind speed requirements in ASCE 7-10 Figure 26.5-1 A,Figure 26.5-1 B,and Figure 26.5-1 C. For this analysis,to calculate the pressures in Tables 4,5,and 6,the bad combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stress design,bad combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, qz=0.00256-K,'K,Kd'V2 (ref.ASCE 7-10 equation 30.3-1) q,,velocity pressure at height z Kr,velocity pressure exposure coefficient evaluated at height z Kh,topographic factor Kit,wind directionality factor V,basic wind speed(3-second gust MPH)as determined from[2015 IBC,2017 FBC]Figures 1609.3(1),(2)or(3);ASCE 7-10 Figures 26.5-1A,B. or C Equation 2, V=Vv (ref 2015 IBC 8 2017 FBC Section 1602.1 definitions) V, ,ultimate design wind speeds(3-second gust MPH)determined from[2015 IBC,2017 FBC]Figures 1609.3(1),(2)or(3);ASCE 7-10 Figures 26.5- 1AB,orC Equation 3, p=q,'(GCp GC,;) (ref.ASCE 7-10 equation 30.6-1) GCp,product of external pressure coefficient and gust-effect factor GC,,product of internal pressure coefficient and gust-effect factor p,design pressure(PSF)for siding(allowable design load for siding) To determine design pressure,substitute q,into Equation 3, Equation 4, p=0.00256K,K�'Kd'V,2'(GC;GC,) Allowable Stress Design,ASCE 7-10 Section 2.4.1,load combination 7, Equation S, 0.6D+0.6W (ref.ASCE 7-10 section 2.4.1,load combination 7) D,dead load W,wind load(load due to wind pressure) To determine the Allowable Stress Design Pressure,apply the load factor for W(wind)from Equation 4 to p(design pressure)determined from equation 4 Equation 6, p_=0.6'[p] Equation 7, p„d=0.6'10.00256K,Kn KdW,d,z'(GCp GCp)] Equation 7 is used to populate Table 4,5,and 6. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 7,solve Equation 7 for V., Equation 8, Vu,=(p,/0.6'0.00256'K,'Kr Kd'(GCp GC,))os Applicable to methods specified in Exceptions 1 through 3 of 12015 IBC,2017 FBC)Section 1609.1.1.,to determine the allowable nominal design wind speed(Veld)for Hardie Siding in Table 7,apply the conversion formula below, Equation 9, Vsd=V.-(0.6)05 (ref.2015 IBC&2017 FBC Section 1609.3.1) V„d,Nominal design wind speed(3-second gust mph) (ref.2015 IBC 8 2017 FBC Section 1602.1) Table 3,Coefficients and Constants used in Determining V and p, 11,1/ K, Wall Zone 5 Jill I O r a W Height(it) Exp B Exp C Exp D K„ Kit GC GC t( �. . ll �I 0-15 0.7 0,85 1.03 h560 1 0.85 -1.4 0.18 % ''1 20 0.7 0.9 1.08 1 0.85 -1.4 0.18 NS\ 25 0.7 0.94 1.12 1 0.85 -1.4 0.18 \\\ 30 0.7 0.98 1.16 1 0.85 -1.4 0.18 4 121 35 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 1 0.76 1.04 1.22 1 0.85 -1.4 0.18 `k 45 0.785 1.065 1.245 1 0.85 -1.4 0.18 : 50 0.81 1.09 1.27 1 0.85 -1.4 0.18 \ 55 0.83 1.11 1.29 1 0.85 -1.4 0.18 'a STATE OF \\\ 60 0.85 1.13 1.31 1 0.85 -1.4 0.18 =�O •'••.FCOR10�?:.••,.. 100 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 ��(` •• .....• tt��1 5 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com Table 4,Allowable Stress Design-Component and Cladding(C&C)Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category B, Wind Speed(3- second gust) 100 105 110 1 115 120 130 140 150 160 170 180 190 200 210 Height(ft) B B 8 B B B B B B B B B B B 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 --41.7 46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24A -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24A -28.3 -32.5 -37.0 41.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 41.7 -46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 --36.435.3 -40.1 -45.3 -50.13 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 42.8 .7 -48.3 -54.1 -60.3 -66.8 -73 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 43.8 49.5 -55.5 -61.8 -68.5 -75.5 0 -1 -1 -21. -23. -2 .2 -29.6 -34.4 -39. -44.9 - 0. -6.8 -63.3 - .1 - 7.3 100 -25.6 -28.2 -31.0 -33.8 -36.9 43.3 -50.2 1 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Table 5,Allowable Stress Design-Component and Cladding(CSC)Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category C, Wind Speed(3- second gust) 100 105 110 115 120 130 140 150 160 1 170 180 190 1 200 210 Height(ft) C C C C C C C C C C C C C C 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 41.8 47.5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 43.6 49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 42.0 48.3 -64.9 -62.0 -69.5 -77.4 75.8 794.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 43.1 49.4 -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32.4 -38.0 44.1 -50.6 -57.6 -65.0 -72.9 -61.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 44.9 -51.5 -56.6 -662 -74.2 -82.7 -91.6 -101.0 60 -23.3 -2 -28.2 -30. - -39 . .4 4 -b2.4 -b9.1 -6 .4 I -75. -84.1 -93.2 -1 02.8 100 -32.6 -35.9 -39.4 43.1 -46.9 -55.0 -63.8 -73.3 -83.4 1 -94.1 1 105.5 -117.6 -130.3 -143.6 Table 6,Allowable Stress Design-Component and Cladding(C&C)Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category D, Wind Speed(3- second gust) 100 105 110 115 120 130 140 150 160 170 180 190 1 200 210 Height(ft) D D D D D D D D D D D D D D 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 41.6 47.8 -54.4 -61.4 -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 43.7 -50.1 -57.0 -64.4 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 40.4 46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 41.5 48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 -30.5 -33.3 -36.2 42.5 49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 -31.7 -34.6 -37.7 44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 45.0 -52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4 0 -2 .0 -29.8 - - -38.9 4. A -60.8 -6 . - .1 _79'_ -108.11-119.2 100 -37.0 40.8 44.7 48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -163.0 Tables 4,5,and 6 are based on ASCE 7-10 and consistent with the 2015 IBC,2015 IRC and the 2017 Florida Building Code. 0,1 ot 10�,OGAWq 2 21 -o STATE OF ` 6 lcl �- U m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m o 6 6 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 0 o a o 0 0 0 o a o 0 0 0 0 0 0 0 o c o SU`v o o ' a " o v a m a a a a s v, m x N N N Nm N m oN0 ONO a0 m aN0 m m m m 0 Nm aN0 CNO m Nm Nm ENO W 00 CNO c0 m m W OND W ap l0 c0 00 W ENp m W m W mm ,.. ,'•a .� m m m 0 0 0 O OO CJ G O' O O O O' O OO C OO OO Cl 0 0 0 [J O O O O O G O O C [J O G G C O O O C C) O O C O O O O O G O O O C Q T OCD \O • U-1 N N rm M 0 Op N m m N O; O p O N N N N M O O •'- N N N N t l P O O N N N N M < O O N N N N M O O N N N N M O e d• �' C.6 �i s a � �', 11181z; 8 s a � s � (, ... 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Coclerds used in Tabons for V,,,, Wind exposure category Wind exposure categoryl Siding ty Product Fastener Building Allowable Product Thickness Wath Fastener Fastener Frame Spacing Heigh(inches) (feet)ts z B C D B C D Design (inches) Type Spacing Type Load (incites) (P$F) Exp B Exp C Exp D IC„ Ka GCp GC, G-15 194 176 160 150 136 124 -54.4 0.7 0.85 1.03 h<_60 1 0.85 -14 0.18 20 194 171 156 150 133 121 -54.4 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 194 168 153 150 130 119 -54.4 0.7 0.94 1.12 1 0.85 -1.4 0.18 518"long x or 20 ga. 30 194 164 151 150 127 117 -54.4 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 190 162 149 147 125 115 -54.4 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5116 8.25 screwed framing, 12 40 186 159 147 144 123 114 -54.4 0.76 1.04 1.22 1 0.85 -1.4 0.18 ribbed to WSP 7116"thick 45 183 157 146 142 122 113 -54.4 0.785 1.065 1.245 1 0.85 -1.4 0.18 waferhead WSP 50 180 156 144 140 121 112 -54.4 0.81 1.09 1.27 1 0.85 -1.4 0.18 Screws 5 sheathing _ 55 178 154 143 138 119 111 -54.4 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 176 153 142 136 118 110 -54.4 0.85 1.13 1.31 1 10.851-1.4 0.18 100 146 129 121 113 100 94 -54.4 0.99 1.26 1.43 h>50 1 0.85 -1.8 0.18 0-15 179 162 148 139 126 114 -46.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 179 158 144 139 122 112 -46.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 179 154 142 139 120 110 -46.3 0.7 0.94 1.12 1 0.85 -1.4 0.16 5/8"long x or 20 ga. 30 179 151 139 139 117 108 -46.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 175 149 137 136 115 106 -46.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.25 screwed framing, 12 40 172 147 136 133 114 105 -46.3 0.75 1.04 1.22 1 0.85 -1.4 0.18 ribbed waferhead to WSP 7/16"thick 45 169 145 134 131 112 104 -4s.3 0.785 1.085 1.245 1 0.85 -1.4 0.18 WSP 50 166 143 133 129 111 103 -46.3 0.81 1.09 1.27 1 0.85 -14 0.18 screws6 sheathing 55 164 142 132 127 110 102 -46.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 162 141 131 126 109 101 -46.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 134 119 112 104 92 87 -46.3 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 0-15 176 159 145 136 123 112 -44.5 0.7 0.85 1.03 h<_60 1 0.85 -1.4 0.18 20 176 155 141 136 120 109 -44.5 0.7 0.9 1.08 1 0.85 -1A 0.18 No.8 x 1- 2X4 wood 25 176 152 139 136 117 108 -44.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 176 148 136 136 115 106 -44.5 0.7 0.98 1.16 1 0.85 .1.4 0.18 0.375"HD Blind steel 35 172 146 135 133 113 104 -44.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5116 9.5 ribbed screwed framing, 12 40 169 144 133 131 112 103 -44.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 waferhead to WSP 7116'thick 45 166 142 132 128 110 102 -44.5 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 163 141 130 126 109 101 -4a.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws6 sheathing 55 161 139 129 125 108 100 -44.5 0.83 1.11 1.29 1 0.85 -t.4 0.18 60 159 138 128 123 107 99 -44.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 132 117 102 91 -44.5 0.99 128 1.43 h>60 1 0.85 -1.8 0.18 0-15 148 134 122 115 104 94 -31.6 0.7 0.85 1.03 he60 1 0.85 -1.4 0.18 20 148 131 119 115 101 92 -31.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 woad 25 148 128 117 115 99 91 -31.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 148 125 115 115 97 89 -31.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel L40 145 123 113 112 95 88 -31.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 12 ribbed screwed framing, 12142 121 112 110 94 87 -31.6 0.76 1.04 1.22 1 0.85 -1.4 0.18waferhead to WSP 7116"thick 140 120 111 108 93 86 -31.6 0.785 1.065 1.245 1 0.85 -1.4 0.18WSP 138 119 - 107 92 - -31.6 0.81 1.09 1.27 1 0.85 -14 0.18screwssheathing 136 118 105K1640 -31.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 134 116 104 -31.6 0.85 1.13 1,31 1 0.85 -1.4 0.18 111 86 -31.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 248 225 204 192 158 -88.7 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 248 219 199 192 155 -138.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 248 214 196 192 152 -88.7 0.7 0.94 1.12 1 0.85 .1.4 0.18 shank X or 20 ga. 30 248 209 192 192 149 -88.7 0.7 0.98 1.16 1 0.85 .1.4 0.18 0.215"HD Blind steel 35 243 206 190 188 147 -88.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5116 5.25nailed to framing, 8 40 238 203 188 1B4 157 145 -88.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 234 201 186 181 156 144 -8e.7 0.785 1.065 1.245 1 o.es -1.4Horing shank WSP 50 230 199 184 178 154 143 -88.7 0.81 1.09 1.27 1 0.85 -1.4nailsheathing 55 228 197 183 176 152 141 -88.7 0.83 1.11 1.29 1 0.85 -1.460 225 195 181 174 151 140 -88.7 0.85 1,13 1.31 1 0.85 -14 100 186 165 155 144 128 120 -88.7 1 0.99 1.26 1.43 h>60 1 0.85 -1.8 10.18 8 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 It HUNTING0H,CA 92649 714-292-2602 W 714-847-4595 FAX A PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 0. 2 info@jameshardie.com 1 � �A S OF : ., 2015/BC,2017 FBC 2015 IBC,2017 FBC �-C� �� Allowable,Ultimate Allowable,Nominal .. O R��P'"• �� \1` Design Wind,Speed, Design Wind,Speed, •. .. • . V 35 ,..,� 1 • V..45. S SIONA� (3-second gust mph) (3-second gust mph) Applicable to methods specified in[2015 IBC, Applicable to methods 2017 FBC]Section specified in Exceptions 1 1609.1.1.as determined by through 3 of 1201518C, [2015 IBC,2017 FBC) 2017 FBC]Section Figures 1609.3(1),(2)or 1609.1.1. 3 1 Coefficients used in Table 6 calculations for Vm, Wmd exposure category Wind exposure category Siding K� Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height's B C D B C D Design (inches) (inches) Type Spacing Type (inches) (feet) load (PSF) Exp B Exp C Exp D K. Ka GCp GCp 0.15 222 201 183 172 156 142 -70.9 0.7 0.85 1.03 h--b0 1 0.85 -1.4 0.18 20 222 195 178 172 151 138 -70.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 222 191 175 172 148 136 -70.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 222 187 172 172 145 133 -70.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 217 185 170 168 143 132 -70.9 0.73 1.01 1.19 1 0.85 •1.4 0.18 HardiePlank 5/16 6.25 nailed to framing, 8 40 213 182 168 165 141 130 -70.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7116"thick 45 209 180 166 162 139 129 -70.9 0.785 1.065 1.245 7-5.8-5 -1.4 0.18 ring shank WSP 50 206 178 165 160 138 127 -70.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 nalls sheathing 55 204 176 163 158 136 126 -70.9 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 201 174 162 156 135 125 -70.9 0.115 1.13 1.31 1 0.85 -14 0.18 100 166 148 139 129 114 107 -70.9 0.99 1.26 143 h160 1 0.85 1-1.8 0.19 0-15 202 184 167 157 142 129 -59.1 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 202 178 163 157 138 126 -59.1 0.7 0.9 1.06 1 0.85 •1.4 0.18 0.090" 2X4 wood 25 202 175 160 157 135 124 .59.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 202 171 157 157 132 122 -59.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 196 168 155 153 130 120 -59.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.25 nailed to framing, 8 40 194 166 153 150 129 119 -59.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 191 164 152 148 127 118 -59.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 188 162 150 146 126 116 -59.1 0.81 1.09 127 1 0.85 -1.4 0.18 nails sheathing 55 186 161 149 144 124 115 -59.1 0.83 1.11 1.29 1 0.85 .1.4 0.18 60 184 159 148 142 123 115 -59.1 0.a5 1.13 1.31 1 0.85 -1.4 0.18 100 152 135 126 118 104 98 -59.1 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 198 180 163 154 139 127 -56.8 0.7 0.85 1.03 h<_60 1 0.85 -14 0.18 20 198 175 160 154 135 124 -56.8 0.7 0.9 1.08 1 0.85.-1.4.ala 0.090" 2X4 wood 25 198 171 157 154 133 121 -56.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 198 168 154 154 130 119 -56.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 194 165 152 150 128 118 -55.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.5 nailed to framing, 8 40 190 163 150 147 126 116 -56.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 187 161 149 145 124 115 -56.8 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 184 159 147 143 123 114 -56.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 182 157 146 141 122 113 56.8 0.83 1.11 1.29 1 0.85 -14 0.18 60 180 156 145 139 121 112 -56.8 0.a5 1.13 1.31 1 0.85 -14 0.16 100 149 132 124 115 102 96 -56.8 0.99 1.26 1.43 h>60 1 0.65 -1.6 0.18 0-15 191 173 157 148 134 122 -52.5 0.7 0.85 1.03 hsW 1 0.85 -1.4 0.18 U177 168 154 148 130 119 -52.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 165 151 148 128 117 -52.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 161 148 148 125 115 -52.5 0.7 0.98 1.16 1 0.85 -14 0.18 0.215"HD Blind steel 159 146 145 123 113 -52.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8 nailed to framing, 8 156 144 142 121 112 -52.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"hong WSP 7/16'thick 155 143 140 120 111 -52.5 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 153 142 137 118 110 -52.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 151 141 136 117 109 -52.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 150 139 134 116 108 -52.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 143 127 119 111 98 92 -52.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 187 170 154 145 132 120 50.7...- 0.7 am 1.03 hs80 1 o.a5 -1.4 0.18 20 187 165 151 145 128 117 -50.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood' 25 187 162 148 145 125 115 -50.7 0.7 0.94 1.12 1 0.65 -1.4 0.18 shank X or 20 ga. 30 187 158 146 145 123 113 .50.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 183 156 144 142 121 111 -50.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8.25 nailed to framing, 8 40 180 154 142 139 119 110 -50.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5'long WSP 7/16"thick 45 177 152 140 137 118 109 .50.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring Shenk WSP 50 174 150 139 135 116 108 -50.7 0.81 1.09 127 1 0.85 -14 0.18 nails sheathing 55 172 149 138 133 115 1 107 -50.7 0.83 1.11 1,2 1 1 10.851-1-4 0.18 60 170 147 137 132 114 106 -50.7 1 0.85 1.13 1 1.3 1 1 10.851-1.4 0.18 -- - 100 1 141 125 1 117 1 109 97 1 91 -50.7 1 0.99 1 1.26 1 1.43 jh>60 I 1 0.95 -1.8 0.18 9 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 af0�/!/!//��/," JAMES HARDIE BUILDING PRODUCTS,INC. off ' - S OGgwq ._ 1-888-542-7343 ,9l info@jameshardie.com N r121 2015 IBC,2017 FSC 2015/BC,2017 FBG 1 Allowable,Ultimate Allowable,Nominal Design Wind,Speed, Design Wind,Speed, STATE OF 35 5 v.3.5, JI V. (' (3-second gust mph) (3-second gust mph) � F/OR 03PIVApplicable to methodsspecified in(2015IBC, Applicableto methods `2017 FBCI Section specified in Exceptions 1 J` 8/4NAL1609.1.1.as determined through 3 of(20151BC. JI l [201518C,2017 FBC) 2017 F8C)Section Figures 1609.3(1),(2)or 1609.1.1. (3). 1 Coefficients used in Table 6 calculations for Vw, Wmd exposure category Wind exposure category Siding K, Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height"2 8 C D B C D Design (inches) (inches) Type Spacing Type (inches) (feet) Load (PSF) Exp B Exp C 6kp D Kn K. GC, GC„ 0-15 175 159 144 136 123 112 -44.3 0.7 0.85 1.03 h560 t 0.85 -1.4 0.18 20 175 155 141 136 120 109 -44.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 175 151 139 136 117 107 44.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 175 148 136 136 115 105 -44.3 0.7 0.98 1.16 1 0.&5 -1.4 o.18 0.215'HD Blind steel 35 172 146 134 133 113 104 -44.3 0.73 1.01 1.19 1 0.85 •1.4 0.19 HardiePlank 5/16 9.25 nailed to framing, 8 40 168 144 133 130 111 103 -44.3 0.76 1.04 1.22 t 0.85 -1.4 0.18 X 1.5'long WSP 7116"thick 45 165 142 131 128 110 102 -44.3 0.785 1.065 1.245 1 0.85 -1.4 OA8 ring shank WSP 50 163 140 130 126 109 101 -44.3 0.81 1.09 1.27 1 0.85 -t.4 0.18 nails sheathing 55 161 139 129 125 108 100 -44.3 0.83 1.11 1.29 t 0.85 -1.a 0.18 60 159 138 128 123 107 99 -44.3 0.95 1.13 1.31 1 0.85 -1.a o.1a 100 132 117 102 90 -44.3 0.99 1.26 1.43 h>60 1 0.95 -1.8 0.18 0.15 173 157 142 134 121 110 43.0 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 173 152 139 134 118 108 43.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 173 149 136 134 115 106 -43.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 173 146 134 134 113 104 43.0 0.7 D.98 1.15 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 169 144 132 131 111 103 -43.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.5 nailed to framing. 8 40 166 142 131 128 110 101 -43.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16'thick 45 163 140 129 126 108 100 43.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 160 138 128 124 107 99 43.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 158 137 127 123 106 98 43.0 0.831.11 1.29 1 0.85 -1 4 0.15 60 157 136 126 121 105 98 43.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 130 1111 100 89 43.0 0.99 1.26 1.43 h>60 1 10.851-1.8 10.18 0-15 151 137 125 117 106 97 -33.0 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 151 133 122 117 103 94 -33.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 151 130 119 117 101 93 -33.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 151 128 117 117 99 91 -33.0 0.7 0.98 1.16 1 OAS •1.4 0.18 0.215"HD Blind steel 35 148 126 116 115 97 90 -33.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 12nailed to framing, 8 40 145 124 114 112 96 89 -33.0 0.76 1.04 1.22 7 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 143 123 113 111 95 88 -33.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 141 121 112 109 94 87 -33.0 0.81 1.09 1.27 1 0.85 -1.4 o.18 nail sheathing 55 139 120 111 108 93 86 -33.0 0.83 1.11 1.29 1 10.851.1.41 0.18 60 137 119 110 106 92 86 -33.0 0.85 1.13 1.31 1 10.851-1.4 1 0.18 100 114 88 -33.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 283 257 233 219 199 181 -115.8 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 283 250 228 219 193 177 -115.8 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 283 244 224 219 189 173 1 -115.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 283 239 220 219 185 170 -115.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215'HD Blind steel 35 277 236 217 215 183 168 -115.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 525 nailed to framing, 6 40 272 232 215 211 180 166 -115.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16'thick 45 267 230 212 207 178 164 -115.8 0.755 1.065 1.245 1 0.85 •1.4 0.18 ring shank WSP 50 263 227 210 2D4 176 163 -115.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 260 225 209 201 174 162 -115.8 0.83 1.11 1.29 1 0.851-1.4 0.18 60 257 223 207 199 173 160 -115.8 0.85 1.13 1.31 1 0.85 -14 2,!1;2B 100 213 189 177 165 146 137 -115.8 0.99 1.26 143 h>60 1 0.95 -1.8 0.15 0.15 253 230 209 196 178 162 -82.6 0.7 0.85 1.03 h560 1 0.85 -1.4 0.15 20 253 223 204 196 173 158 -92.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 253 219 200 196 169 155 -92.6 0.7 0.94 1.12 1 0.85 -1.4 0.19 shank X or 20 ga. V30253 214 197 196 166 152 -92.6 0.7 0.98 1.16 1 0.55 -1.4 0.18 0.215"HD Blind steel 248 211 194 192 163 150 -92.6 0.73 1.01 1.19 1 0.a5 -1.4 0.18 HardiePlank 5/16 6.25 nailed to framing, 6 243 208 192 188 161 149 -92.6 0.76 1.04 1.22 1 o.a5 -1.4 0.19 X1.5"long WSP 7/16'thick 239 205 190 185 159 147 -92.6 0.785 1.06,5 1.245 1 0.85 -1.4 0.18 r ng shankWSP 235 203 188 182 157 146 -92.6 0.81 1.09 127 1 0.85 -1.40.18 nails sheathing 233 201 187 180 156 145 -92.fio.a3 1.tt t.2s t o.a5 -1.4 0.14 230 199 185 178 154 143 -92.6 0.85 1.13 131 1 0.85 -1a 0.18 190 169 158 147 131 123 -92.6 0.99 1.26 143 h>60 1 0.85 -1.8 1 0.18 10 o( ,is � lf��/ mmmmmmmmmmom mm � m000000m ommwmm � oo 0o mm � wmmomm � m °r 000 � mmmmmmm N � 0OOooOOOoo o0Oa a m000Omo ooOoo ooaoo 000OOOOm ............ - - — - - - - CR -CR0 6 0 do 6 6 . . . . . 0000 . . . . . . 000 0 0 0 0 0 0 0 . . . . . 0 0 0 0 0 0 0 o d o 0 0 0 0 0 0 0 0 0 0 0 0 0 d O Y n L m Y n < O m N N n < �v✓ ` [.I m m m ry N m ` m m �y n N W A N N e- 4 co„J p O OO .`7 Q O N ry` P'1 Y O _ C Mm � m � $ SS S � rPv � m � $ S $ & � V `° IQma $ w000 �� � oaoo � g � � � � � 0 � OO � � � � � � � 0 � 0O � � � � � � � 0006- g -- - - - UZw�HM mNrn OUp B W ntMOO_rno)n0Om).nOnMmn)nbnOOm)nyNnn�n{nN�Y��rOYOM)M♦♦YlnoN0 EQ-rO3 2QOMOm1 .NQ[1 rnYmhNYNmNurQ'11 NrnYt0 pnONYrQmnF QmOnn_MW.zcn9n.mD3u$rTt.0n7 nNMNY OWWmmYQmtnooWD qq7 O0m�aa`qqY)Ygg`OmOmY)QVAngg'_�.YOc7 2m'4 M1MW 9 nt�MONpp N md�.I)2MNn�ppMOtp 9Y�; nNYNim NmYY 2unNYi�2NY 8 OnOnOOo O06Oo0OoOo0ooOdO OOoOOOOo 1 N N N � 000 0 0 0 0 mn 05 ��� MMMM0O F M N NMOoNNN OM Na L - O- C CO OCCNv W Q M M o0 C m n -- r LLt2 N 112 .O0.D.0 Nh FN FN .YOO F"m-"mnOON .n M t2 tl/rln N `L (n(n Q N O O U n >l3 C Um 9 U m M O n r n n- Y m n n Ic�n t0 t0 u��n M Q W N m m AR LL m p O ZN m Z M M M M N N !�N N N N N N O n O O O O O� 00 O O O�O> t0 0000 W W m m m OD N Q O Q W W N ❑ .,,.Q �'-'LL � N N N N N N N N N N �N N N N N N N N �N N N N N N N N N� � N N N N N N N�� N N N N����� o U. H r Y--� po pp��OO p pp po ❑ N? r a L N O N O.0 O h O u7 O N O u7 O N O N O N O O N M Y Y N h tO0 'N N M f'I O Q N O Q O h O N O N N N.00 Q M = m W = Z 2 m m m m m m � O C LL N Hm LLt- YN u� m3 m YN tR �3 m YN` X03 m QN Z y� a v a v9a vv vva r m �N c dy vvl dm Sgry U mn mA3 m W3 AS mW mm3 ❑ LL C C c C C ❑ CC ❑ y _ X❑ c C _ X 0 O Nu p x S O A iu Oy= O N n O x=O Ngo dG OOi C i0 sO t o o L C • N - O C N° N Z LL O X Ul O X'C J.O X'c fNll O X.0 41 O XC ❑ O t y N N N N 7 00 W M v - ❑ Y W C C C C C �o d CL CL N m m d O O x x x x x rte, RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688.17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@iameshardie.com 201518C,2017 FBC 2015 16C,2017 FBC Allowable,Ultimate Allowable,Nominal Design Wind,Speed, Design Wind,Speed, 3.5 45 Vw Vasa (3-second gust mph) (3-second gust mph) Applicable to methods specified in[2015 IBC, Applicable to methods 2017 FBC]Section specified in Exceptions 1 1609.1.1.as determined by through 3 of 12015 IBC, t2015 IBC,2017 FBC] 2017 FBC]Section Figures 1609.3(1),(2)or 1609.1.1. (3). Coefficients used in Table 6 calculations for V. Wind exposure category Wind exposure categoryl Siding K� Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height'z B C D B C D Design (inches) Type Spacing Type Load (inches) (inches) (feet) (PSF) Exp B Exp C Exp D Ka Kd GCp GCp 0-15 197 179 163 1 153 139 126 -56.2 0.7 0.85 1.03 h<_60 1 0.85 -1.4 0.18 20 197 174 159 153 135 123 -56.2 0.7 0.9 108 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 197 170 156 153 132 121 -56.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 197 167 153 153 129 119 -56.2 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 193 164 151 150 127 117 -56.2 0.73 1.01 1.19 1 0.85 74 0.18 HardiePlank 5116 9.5nailed to framing, 6 40 189 162 149 147 125 116 -56.2 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16'thick 45 186 160 148 144 124 115 -56.2 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 183 158 146 142 122 113 -56.2 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 181 157 145 140 121 113 -56.2 0.83 1.11 1.29 1 0.65 -1.4 0.18 60 179 155 144 139 120 112 -56.2 0.85 1.13 131 1 10.861-1.4 0.18 100 148 131 123 115 102 95 -56.2 0.99 1.26 1.43 h>60 1 10-851-1.8 0.18 0-15 173 157 142 134 121 110 -43.1 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 173 152 139 134 118 108 -43.1 0.7 0.9 1.08 1 0.851-1.41 0.18 0.090" 2X4 wood 25 173 149 137 134 115 106 -43.1 0.7 0.94 1.12 1 0.851-1.41 0.18 shank X or 20 ga. 30 173 146 134 134 113 104 -43.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 169 144 132 131 111 103 -43.1 0.73 1.01 1.1s 1 0.85 -1.a 0.18 0.215" 5/16 12 nailed to framing, 6 40 166 142 131 128 110 101 -43.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16•thick 45 163E40130 126 108 100 -43.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 161 128 124 107 99 -43.1 0.81 1.09 1.27 1 0.85 14 018nailssheathing 55 159127 123 106 99 -43.1 0.63 1.11 1.29 1 0.85 -1.4 0.1860 157126 121 105 98 -43.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 101 89 -43.1 0.99 1.26 143 h>60 1 0.85 -1.8 0.18 1.Building height=mean roof height(in feet)of a building,except that eave height shall be used for roof angle O less than or equal to 10°(2-12 roof slope). 2.Linear interpolation of building height S 60 ft)and wind speed is permitted. 3.Vex=ultimate design wind speed 4.V_=nominal design wind speed 5.Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3:1�=1,Kd=0.85,GCp 1.4(h560),GCo-1.8(h>60),GC.-O.18. 6.Fastener length shag be sufficient to penetrate back side of the WSP sheathing by at least 1/4"for nails or 3 full theads for screws. LIMITATIONS OF USE: 1)In High Velocity Hurricane Zones(HVHZ)install per Miami-Dade County Florida,NOA 17-0406.06 pGAWj 24 21 \ T i y Yf 7� All of P 12 1/2/2018 Florida Building Code Online gg gg BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search bor g� C�;Product Approvals USER:Public User Product Aporovai Menu>Product or Application Search>Application List>Application Detail FL# FL23352 Application Type New Code Version <"'2017 's Application Status Approved Comments Archived Product Manufacturer Ply Gem Siding Group Address/Phone/Email 2405 Campbell Road Sidney,OH 45365 (937)498-6720 alan.hoying@plygem.com Authorized Signature Alan Hoying alan.hoying@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Allen Reeves the Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ted Berman,PE Validation Checklist-Hardcopy Received Certificate of Independence FL23352 RQ COI 2017 FBC-Mastic Soffit COI Ddf Referenced Standard and Year(of Standard) Standard Year AAMA 1402 2009 ASTM D3679 2011 Equivalence of Product Standards Certified By Sections from the Code http://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvxHl9oecAp/o2bZ[p/o2bMlSlBvGsoQgDmp/p2bejMul4WpIdWolnQOg`/*3d%3d 1/2 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/02/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 23352.1 Mastic Soffits Vinyl and Aluminum Limits of Use Installation Instructions Approved for use in HVHZ: No FL23352 RO II 2017 FBC-Mastic Soffit Installation.vdf Approved for use outside HVHZ:Yes Verified By:Allen Reeves 19354 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +57.7/-55.2 Evaluation Reports Other:See attached product evaluation for design pressures. FL23352 RO AE 2017 FBC-Mastic Soffit Calculations.vdf FL23352 RO AE 2017 FBC-Mastic Soffit Product Evaluation.ydf Created by Independent Third Party:Yes t Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida ::Privacy Statement::Accessibility 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(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 emails 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 her . Product Approval Accepts: .w 771 0-9 c Credit Card Safe http://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvxHl9oecA%2bZl%2bMtSlBvGsoQgDm%2bejMul4Wp1dWolnQOg%3d%3d 2/2 ALLOW !GN WI: PRE33t1RL$iN PSF _.... --- r n SHMSPANTAtLE L LONG ROOFING -- i'ASTENERS /1(/ EA CN NA/L HEM ARE MASTIC RAYE WIDTN f;v_'iNCHE3 _._,,,_ SOPFt7 TYPE IM tr ���� IS" NA/LS W/rH j"o .314,414X1 ANa 4'0 HEAPS OR S7APL[.f Wi 7// ENvOy{ALUMI4UM)12",NAILS +169.1 .135.3 +96.6 F" Lowc LEGS Amp %II(!G 64GE} V SEE 'TR RL ES SV012N2%SVGl2v2o -169.1 135.3 -96.6 ENV Y(AL.UMIN1114)Ir,STAPt.Ps +169.1 135.3 +96.6 SVGI2N20.SV012V20 •117.0 -141.6 -101.1 T1meeR EINVOY(M.UMINTMM)6'.NAILS +338.2 1 +270.6 +193.3 FRAMING SVG6N,SVrAV -338.2 •270.6 -193.3 ENVOY(AIJN11INUW6-,STAPL +338.2 +270,6 +193.3 ICA tCIA ,c �X2* 2Xt womo SVG6N.SYG6V -334.0 -283.2 •202.3 FASCIA �7mARA s TA/c6Nf QLocf( ENDVIIANcs(A1UM'L4ISM1i1"NAILS - +142.4 +113.9 +81.4 AaAAa La 3,_06 SVON4201u,SVOw201M -142A 1 •113.9 $1.4 1 LVq L(„ 1 ENDt1RA2XR?(ALUMINUAQ 12'.STAPLES +142.4 --+113.9 +81.4 1 Fw,rclA wAt4 SVGM20t44.SVGV420M TRIM SOfF/ r.I-F,r -177.6 -141.6 101.1 lVoO D 1 ENvm(ALUmiNUM)12".NAILS +169.1 +133.3 +96.6 JLE TAILLS fI.ANNE i SMt2219,LFA$12219,SASn319,LCA$12319, -169.t -135.3 -96.6 OR SOFFIT, " MASONA fA S TENlA'S�rA4Clrt LPA512319,SAX12214T LPAX12219T.„ _,__- _..._..._.._._,.-_.,.,.. MLT'AL .r4CL TA@LLS f��CNANNi;L W,TM CASE OY(ALUMINUM)12 STAPLES +169.1 +1353 +96.6 SAH!` AS AT F/IC)A SASt2219.LFA312219,SAS12319JGAS12319, -177.0 -141.6 -101.1 TRIM NAAALN6 a�T+mR Sr UQ BLm CII WALL LYAS12319 SAX12219r,I.FAXIn IK CAVE W/DTN NAILS 0,097"oX% LONC EAVE WIDTk ALTERNATE WALL OSTA/L ENVDYQUAD(ALVSrtNUM)16-.ELMS +126.8 +101.5 +72.3 SEE TABLES 241'MAxl MvM SPAc/NG SCE T44s"ES SASI 6419,LGAS16419• -126.8 -101.3 •72.3 NOT 7-0 .rC4LC ENNVOYQUAD(ALUNI NUM)16".STAPLES +1268 +101.5 -72.5 SAS164w,LCA516419• -132.8 -106.2 -75.9 SOFF17-S WITH MASOAl RV ,BLOCK Wr4 L.LS _- ENDUAA. {AL Ir,NAQs +142.4 t +113.9 41A ---'-"� N 07` Y0 SCALE SAS12216.1FAS12216,SAS1I316,1LAS12316. .142.4 ! -113.9 •81.4 LFAS W 16 1 ENtNiRANCP.(AL.L1MRnAQlr,STAPU-,S +142.4 +113.9 +81.4 SASI2216,LFAS12216.SAS 12316,WAS1231C -177.0 -141.6 •101.1 FAYTZ'WEAS AT RACK AWL T/MBZA IRAN/146 ECONowY(ALUAIQNuWsormir,NARs +115.7 +92.6 +66.1 hd:M LITNEA /-€I1 LON6 @2411 MAx. SAS123LT.LFASI23U.LCASn313 -IM7 A2.6 •66.1 FAS'7cNe;tt AT tA,cN NA/L N!M IQIOf/WC NAILS w/MA"o ECONOMY(AIAMNUN)SMITIr,STAPIFs +113.7 +92.6 +66.1 E,TREA .4j"LONG ro.FIM(. SHANKS AN*3/5`1ORZAVy SASI23M LFAS12313,LCAS12313 -177.0 -141.6 -101.1 N?l" w,T,i l" SNA,-IKS WONMfY(AI MMINUM)RPM it'.NAILS +86.8 +69.4 +49.6 ARo 2 " NLAO O OR STAPLES NV/TiY �� II rI SAS164ILLPAS16413. ' R L.OWG LEGS ANA�6•• lOdX2'y 86.8 69A d9.6 rcUN�aYhLUMQ4tntj?3F7Tr1"- 16"AAPLE" +86.8 +69.4 +49.6 STAnLES WtrN I n (/L G4'Ej lb SEe BoX NA1t SAS16 13.LPASI6413 .132.8 -106.2 -73.9 %Oy JG LCGs ANa T7M8GR TA$49$ l RO.(XI VEN3URA-MNYL110•.NAGS +227.3 +181.8 +129.9 ,- (/L CAI 19)�i fRAM/NG COM,NAIL 8v510V.NVSION 40.1 -64.1 -43.8 JLC rA$Lt$ VEN MA"(VINYL)If. LES +227.3 +181.8 +129.9 FASClA Imlov NVSION •93A •76.3_-_ •545 FASCIA 80AX 41 1 X 2 MO-SEM BEADED(VINVE)r.NAO­­7206i +165.3 +118.) 40,440 - PIL45UN.PBSWV -91.0 -72.8 -32.0 - •• FRSC/A WALL. PRO•SERQS OEADLD(VINYL)r,STAPLES +206.6 +165.3 +118.1 FACIA 1 NNw LI- PBS30N,PBSWV •108.4 $6.8 •62.0 TA,A) SO Ff/T --J $E4: -AAYcs PRO SEJUES(VINYL)Jr.NAILS +237.6 F-79.8 +1358 PSSION,PSSIOV $3.7 47.9 6AVe WIPTN d SOF F1 T JI'cNANNa CNANNEL PR(15ERtES(VINYL)10-,STAPLES +237.6 +135.8 JLt TA@L F SEL TA9 LS [AVE WIDTN SEE 7A4L[S FASreM6*I i SPAG1Ay PSstoN,Psstov 99,8 _ 57.0 - PROSERMS(VINYL)12-.NASLS +206.6 +118.2 SAMt Ar A7<ArerA P1S12N.PTS12V,rFSl2CV •60.7 48.5 -34.7 SOF.-/T WITH WooD FAAMEz> WALL _ 5o FFIT wre, RooF ry AM/,v I; PR LES(VINYL)l2'.STAPLES +2(16.6 +163.3 +118.1 Na�Tro SCA NaT TO SCALE PSIMPTSIMPISIXV -72.3 •57.8 41.3 1wmutw.(VLNYL)Ir,NABS +183.9 1148.8 +106.3 UV311N.(NSI IF.UVSIWP tttttCt ✓C I)NWP.Aa(VINYL.)Ir.STAPLES +185.9 +148.8 +106.3 E t. UVSI2N.UVSItP,UVSI2CP -65.1 •32.1 •37.2 ,5�;. .��+ia -xS?-tARK(v )IV`.NAILS +206.6 +1633 +118.1 rRMsloN,rRMslav2 -72.8 •38.3 •41.6 7 tL/1 Z*f7 TRADr:M ULK Y[.)tam +206.6 +163.3 +118.1 TRAISION•TPNISIOV -86.8 .69.4 -49.6 Allen N.Reeves,P.E. Structural Engineer Florida License#19354 S0 +118.1 PRO'IT:CT PLiJS(VlNt1J I o^,wta3 +2(16,6 +163,3 It EV,L S SE p7, 20!7 t 1 o q 0007 (�'0 PTSIOK mlov .72.8 .58.3 •41.6 HR Englneering,Inc. NTE:/f► NOY. 20/2 PRWECTNG W. 0020.7$I{EET_,j_of 3 Ihq,SIC.,iVA -' ���` PROTECT PLUS I Ir.STAPLES +206.6 +165.3 4119.1 PIS1QN,rlStov _ -86.8 •69.4 X96 PL GLM T!G A EVE- PFNJJECY WME ASYfG SO/T J�FLORt bA Irl t -- _ CLIEPrr,__1_ LL?Al Ic ar;fi€ M LL- tl'Wu Out in thu k e y--Slxa 1 Or 3 S eam4 A� C •��}'� .yy ! .b •d� (k�s��^7 � � �eW-+•7 �+ C Lei r. r. y}>C wmg a>TK G] •�C < w5`C .w('< i g� Q 70 - K � ' H^ nF 93s i 3.. <' <o <r C $ 9 X �i" fi�`PY" �Y ���C"ff"Cw e .. - > !q gg�Sci <•. 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PLy MM Mb••;pp N bpJ, D+1MN A tw FM r w�A FM r1M ybPO N tw fs FA'Gy`�J br!b�J PU`O�.`O�.W C f'O`ON FV N { x � E 'gr s h a O a � RI � ti n an h Aha 7 r^• h� sa t, S7 � 3;3 � ��nc � '�M p tp `I e y y to R r 4 a 2ipy + q H & PIMP �d 3 77 n '< <�'oo` wr og oS C Ca oSo I 2 y a m R� � A 3N �,.9azy_x $ $�•z,�z�9 �-xax � �n .:1tn�e !TS': TaL i•`•. `C N Se�- i B e t•S. v a Igg A O IR �£ •r FRri yYisi. y an' b II1I `r A , 2 six n N A Z n � o r b♦"� �A a�aiii LS Y � vW fi sn.anit e3 y ya n t4 € it 4 y ag k �y •-F k -i �7 � C�vC NG C!7 n C7 V �:- �•ao v". oCw' v� vQ tt;;if:uttirrrltrrr �� o g �f3 v G � v� �� � x X� ��� • TV oNt��YIrpq v v ort e,,(', c �. w 6.n �"¢ G �pz ^1 �Y^��'%'f��;�, ✓�.` • o � � a �. ._O Ems!��+ .. ---- ..... _..._._._._..____ ALLOWABLE DESIGN WIND PkESSURFS IN PSF ALLOWABLE D£,91C NI WIND PRESSURES IN PSF _ --_. r _........_.. �. 5 _ AtL OWABLE DESIGN WIND TABLE ....... LONG SPAN TABLE ..._ � CL"I.LWOOD ..._�.__.._EAVE WIDTH IN INCHES CELLWOOD ........ EASE.WIDTH IN INCHES PRESSURES I111'SF SOFFIT TYPEIr 12" 16- SOFTTiTYPE _ 12" IS _ -18v- "I 2t � MULTI SPAN TABLE 1-- DOUBLE 6^(ALUMINUM)12'•,NAILS 169.1 +1353 w%.6 :6"(AL`uaOruM}tr.NAus +288.0 +-170 4 +112.5 179.8 +59.5 ' .RIOR CEILINGS MSi2219,AFASI2214 169.1 "135.3 -96.6 AAS122t9.AFASi"319 -275.3 1629_ _107.6 76,3 1 569 CELLWOOD ....: C.KN;BI.E 4"tALtMINUM3 Ix",STAPU;S -+ -~-_-+ SOFFIT j„I,YPE I t%3138kF.6"(AL(nHlNl'M)t2",STAPIkS +169.1 +135.3 -96.6 3 +288.0 +170.4 112.5 74A +59.5 AAS12219.AFAS12219 AAS12219,AFA5122F9 , -177,0 -141.6 101.1 -275.3 -162.9 -107.6 -76.3 -56.9 -Ix)t.W F 6"(AL MINLAO IY',NAILS +142.4 +113.9 +81.4 DMIffi a 6"(ALUMINMO 12",NAILS -242.5 +143.5 _ +94-7 +67.2 *50.1 AAS 12216,AFAS12216 MS12216,AFAS12216 Reacted(Varyl)8",Nails +1"5S.0 ..,..._ -142.4 •113.9 _ -111.4 .-.___.. _ _, -231.9 -131.2 -906 ... •47,9 -VS8223N V _ V ".."" +. DDL'Bt.k:6-(ALUWNWN1 12"-SI > +. � eM6d plea [3oue1.F 6^(u.IMn4(mt)I2",srAP[ES +142,a +113,9 � Rt.4 242.5 143,5 +94.7 +67.2 +50.1 Badod Yaps:.,slapka +/•SSA AASixz i6-AFA5122t6 AAS12216.AFAS12216 ,_,._177;0 •141.6 -101.} f _ -231.9 •137.2 _-9D.6 -64,2 -47.9 So1W-VSH223N(Vinyl) _...__.,...._ \AU.S +169.1 1353 +96.b TReiF A"(ALUMINUM)12-.4AAS +288.0 +170,4 +112.5 79.8 ' ^59,5 Prea1(um Doable 5(Vinyl)IV.Nails +/-50.6 AASI2}19,ACASI2319 AFA.cI23I9 AASi23t9.ACASI23l9,AFAS12Ji9 - + Solid-VSDSN Vented-VSD5FV 169.1 1353 94.6 [ -..__. _-.• I .275.3 -162:9 107.6 -763 •$6.9 ".'"........... ."'""'""".-�' Premimn Double S{vin 1 ir, lea `�RBLLt"t�llnirNLM)rz biAlLrs +169.1 135.# +966 sR(PLE4"(u,I)MINvNI)12", T"A`i tti 21180 +170.4 1112.5 +79.8 I +59.3 y) �P + 50.6 j AA312319.ACAS12319 AFASt33F9 •177.0 •141.6 •101.1 i AASWI%ACASIM9 APA51x3t9 _ -2753 I 162.9 •107.6 -76.3 I -56,9 Solid-VSD5N Voted-VSDSFV -...AFAS1._�_..__. .. _.-_ _ ,,.-76. . PrewumTnple4(Vmy't)12",Nails +f-36.7 1 +'2UAD4"(ALIJUNUM}t6",NABS +126.8 +101.3 +72.$ ITA-64 `,NAIG_ 216.0 +127.8 +94A +591 +44.6 Solid ,VST4N Center Vent.VST4CV AAS16419A,ACA516419A -126.8 .101.5 -72.5 ,._..-.-. AAM6410&ACAS16419A -.-_-� 206.5 +122.2 -80.7........_._.57.2 ._ -42,7 I Full Vent-VST4FV t--pt7ADa"(A1L:MLr1M}16',SIArLF'S +126.8 +101.5 72.$ QUAD 4"tAGrMIN1Mj le".SIAPiItti +216.0 127.8 +84A +59.9 +44.6 P.emiam Trtpk 4(VW)12',Suylaa +06.7 AASI6419A,ACAS16419A 132.8 E 146.2 75,9 MS16419A,AGA316419A 206,$ •122,2 -807 -57,2 •42.7 Solid-VST4N Center Vont.VST4CV TwI.F.3'IAJ.(.MDAM)Ir,NAAS +142,4 +113,9 +81.4 TRIPLP A"(A MLNUM)tr,NALLY - +242.5 +143.$ .-.+44.7 +67,2 +50.1 Full Vmt-VST6PY AAS12316,ACAS12316.AFAS12316AASI2SIQ ACASI2316,AFAS12316 -142.4 -113.9 -RIA -231.9 -137,2 _ -90.6 -64.2 47.9 Economy lbubECS(viayl)10",Nails +i-44.0 TRIPL3;4"(AtAMRVNI'l Ir.STAPLES +142A }1139 44.4 TRIPLE 4-(ALLMn4UM)Fr,STAPLES _ +242,$ +143.3, X4+9`4,7 +67.2 +30.1 Sotid-EVSD5N Vmvwd-EVSD$v AA5t2316,ACASI2316,AFASI23t6M ,A 5121I6.ACASI23I6FASI23I6 Prom my Double3(Vinyl)IV,Staplea +/•44,0 477,0 -141,6 .101.1 -231.9 •137.2 1 -90.6 -64,2 -47.9 Solid_ITVSDSN Venlcd-8VSp5V TRIPLE a"(ALUMM16f)SOFFIT 12-,NAn 4 -- +115.7 -92.6 +66.1 TRMX-a-(A[AMn l3, sofm 1r.;Ans +197.1 +116.6 +77.0 +54.6 +40.7 I AA3123t3.ACA5i23I3,AFAS123t1 -}15.7 -92.6 -66.1__......... _ AAS123t3.ACA.S12313,AFAS12113 IgBA 111.5 73.6 -52.2 38.9 Triple 3In.(Vinyl)IV.N�ik +1-48.4 nta��ai=4kZMWJW Mrr11r.STAPM --11s.7 -92.6 +66.1 tntn_AAS 2JI1. CASM13FFF 517113 s 197.1 +t 16.6 MA +34,6 f40. T�r�te3irs(Nvs gtr.�e +148.4 AA312113.ACAS12313.ArAS123 i3 AA312S1},ACASt2I13.AFAS12313 :. -177.0 -141.6 •101.1 •t11RA -111.5 1 73.6 -322 -38.9 Solid-VS'I3N Vented-VST3V ___..._ .... ........... .._._. TRrPtElin^{VR4Y1.}19".NAa.S -+227.3 *1111.11 -+129.4 '3uy^ Fi1�i,iire'.>lAns +329.2 +194.11 -128.6 +412 +68.0 Eaonosm'Triple 4(Vinyl)12-,Naitx +1.33.0 vsr3N,vsrsv VS'I1N,VSnV 80.1 baa 4s.a -73.8 -56,11 -46.1 311.8 •33.6 Solid-EVS12N CowVmt-EVS12CP ---- 3'RB1Eii,l (vsvn.)tu-stAPtss +227.3 +1111.$ +129.4 IMILE313"MNYL)10%STAKES +329.2 +194.8 128.6 +911 611.0 thnvmt-HVSt2P vST3N.vsriv -95.4_ .76.3 •54.5 VmN.Vmv -76.3 .511.7 47,7 40347 F-o - .2 - . myITriple4(ViMI)12", +/•33. ��--• HExEx:D(vD.'YL)!",NMS +374.1- f221.a +146.1 +103 .77.3 Solid-EVS12N Ce InV"•EVS 21 CP 0 BFAnFY)(VMn)S.NAILS +2(16,6 41653 +118,1 Full Vent-IVS12P VS822114.VS6221V .91.0 -72.8 .52.0 VSB223N.VS9MV -83.9 -64.5 ..... -52.4 -4a:1..._ -38.►_._ Doable 5,(V6gp ir.Nails +/"46,2 IN.AD11)(VINYL)S STAPLES 1206.6 +165.3 +118.1 BF.AISI>U(V[NYL)l",STAPLES 4.374.1 221.4 x146.1 -I .6 +7'7.3 Solid-SVSDSN FoOYeru-SVRDSFV VSB223N,VS8223V V3922SN,VSB22)V 108.4 86.8 62.0 t�� 86.76 66.7 -34.2 -05.? 39A Doable 5,(vinyl)Ir.Stapta +1.462 Devi+I F 3 r1iF.3m)S�(vL�yilia,NAns +237.6 140 J +133.8 I i> LE s"Pw�`stuMty )10. +344.2 +203.7 +l3AA +95.3 +71.1 Solid-SVSDSN Fun Vent-SVSDSFV VSDSN,V5DSv VSDSN.VSDSPV . "83,7 -67.0 47.9 _ -77,2 -59.4 4112 -40.6 ( •35.1 EMU,,for ttlia table on$)Kit 2 of 3 IX>ItBLF;3"1'RTiMR;M(VINYL)10-',STAPi.f35 e237.6 190.1 +133.8 �D(xR11E s"pRFaeruM M`)n.>10',stnrLrS +344.2 *203.7 -134A +953 ! +71.1 , VSWN,VSDSFV ! VSD5N,VSWFV 99.11 79.5 -SZO -79.11_ 61.A 49.9. 42,0 -36.3 PRc ""e" ..._... PREMItSM TIME 4"(VLN 1Ir.k +MR1MTRttQ �t�",.N'�AtI.3 +206.6 +165.3 +118.1 � 249.4 *147.6 +97.4 +69.1 +51.5 VS'T4N,VST4PV,VST4CV VST 4N.VST4FV VST4CV -40.7 48.5 -34.7 � _- -55.9 43.0 -35.0 -29.4 -25A rR>1ili;�tT iffi( 4"( YL)12%$1 +206.6 +165.3 +lig.! PREMIUMTRIriY4"66 l)12`,STAPLE5 +249.4 +147.6 +974 +69.1 r5L5 YSNN,VST4PV.VST4Cv VST4t VST4FV vSTACv -72.3 •57.8 •41,.3_.._.... -,. -57,8 -44.5 -36,2 -30.4 •26.3 ""-"'""""- +148.8 +1(14.3 K&NouY nupff-F(VINYL)Ir"rens -224.$ 132.8 *87.7- -+62.2 +46.4 FiA'f)NUNY1RIPi.t:4"tVINYL)12".NAILS +183.9 CYb12Sv,EV312R HV5l2CT EVSt2N,EV5t2P,FV512CP -54,6 43.7 -31.2 ' _,...... _F7 -503 ;311.7 -31.5 ,-26.5 -22.0 +148.9 - M)S YIRIP'IX..4"(VINYL}i7',STAPIE -.. _a ..� . xY)NtMY TRik 4''-(1(14YL)IZ 91APLlis +185.9 +106.3 -224.5 *132.8 +87.7 i -62.2 -+46.4 EVSI2N.EVSI2P IVSI2CPGV5I2N,EV5t2P,FVS13G7 fi5,1 _-$2.1 _ •37.2 -52.1 40.0 --32_5 X27.4 •23.7__ PCGN(XaY IS()r1a11.3 (tlMYI}Ib-NAnS +206.6 +165.3 +11$.1 EW\Y>)dY t}OL'BLii 33"(VINYL)11Y,NABS +294.3 +177.1 411C9 +-$2.9 +61.8 EVSDSN,rvsosv •72.8 $83 -03.6 Evst)sN,EVS[3sv 67,1 J14•_�33.3 -30.5 %0 `ippiti +'Ihbtggrrf�''' .'^.._. .- EX-0hK)mV[X)L1BU• 'S��) MAPLES + "'eoHaMvnWBthstv(r�I.)i6 sTAPI2s 206.6 +165..3 +116.1 249.3 +177,1 +116.4 +82.9 +41.8 a`` CC"i EYSDSN,F:VSDsv -116.11 -69.4 49.6 tvsASN,EvBDty .69.4 53.4 43.4 36.3 •3lS .� Dmmm,$' r 1 h 3 DL)VOLF..5"(VtNYL)IV.NAILS +2169 +173.5 +124.0 (VINYL)to-,NAILS +314,3 +185.9 +122.8 +87.1 SVSDSN,SVSDSFV .76.s •61.2 -43.7 sysosN,svSDsly -70,5 -54,2 ' -440 -37.1 32.5 _._.... Dtl(Jn4{;S"(VINYI.)10",STAPLES r h - Dt)UH S"(VINYL}]0"STAPLd:S ;+216.9 +173.5 +124.0 *3143 +365.9 122.8 87-i +64,9 _ .,- _• _._.................................5V5D5N.SVSDSPv 1 sys[3sr,sysDSFv - •13.5 35.4 N33 ,._.._.._..._.�.. __91:1... -1. 72.9 _�.�-'S2_l,_..,._ __ _ 72.9 -36.1 ,-..._. i _. ..... - iletaile that gn with lM9 table a nn 511ee1 1 of T �..,..__.�..-,,....,___L)cW is that Ytf with this table arc found.on Sheet i of.3 � _ � •u Alien N.Reeves,P.E. Structural Engineer Florida License#19354 ,4Cv. 27 Stlal, 20/7 170100037% HR Engineering,Inc. OAIE: 27MARCNzatS PRD,MN0. 22Q0a SKET_j_oF3_ ) I r 0LIENT,PLyCGMIM4ST1G HY: A. RQBVf_S PRDECTVMF,.A'-'A£,T/C 50A"rt- fr.0100A 27 s1.tT. .2017