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117 Ardella Rd RES19-0229 Siding/Windows/2 Doors' D;t19' RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 PERMIT NUMBER RES19-0229 ISSUED: 7/30/2019 EXPIRES: 1/26/2020 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 117 • . . •. �• .•� . •� :11111 RESIDENTIALDOORS 172153 0000 DONNERS S/D PT LOT 2 17- • ADDRESS: ' ASSIST 2 BUILD INC 4081 CLIFFORD LN MIDDLEBURG FL 32068 ADDRESS: REED MICHELLE GLORIA 117 ARDELLA RD ATLANTIC BEACH FL 32233-4352 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION FEES ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $95.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $47.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.89 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 Issued Date: 7/30/2019 loft City of Atlantic Beach Building Department 800 Seminole Road ` – Atlantic Beach, Florida 32233-5445 j/ Phone (904) 247-5826 Fax (904) 247-5845 E-mail: building-dept@coab.us City web -site: hftp://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) R F�s(C) -0zz9 Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: Rb E�A f �� Applicant: I� SS (STZ au I L-c�) Project: o V'] Z_ LD Oo es, Review fee $ De artment review required Yes No ,eBuilding—�) g oning Tree Administrator Public Works Public Utilities Public Safety Fire Services Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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: Reviewing Department First Review (Circle one.) Comments: BUILDTN PLANNING & ZONING TREE ADMIN. Second Review: PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Third Review Comments: Revised 05/19/2017 APPLICATION STATUS proved. Denied Reviewed by: proved as revised. []Denied. Reviewed by: ❑Approved as revised. []De Reviewed by: []Not applicable Dater a y ❑Not applicable Date ❑Not applicable Date: 4 1 OFFICE COPY Revision Request/Correction to Comments "*ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ® Revision to Issued Permit OR Corrections to Comments Date: J/ 1 Project Address: �_i ►�'� D e..( Contractor/Contact Name: ASS 15 T`_ P:)(-" i V t A 1 ❑S ^^ 1 ��j -'{ Contact Phone: 12 6 -411 (R5 Email: 7y Description of Proposed Revision / Corrections: JUL 2 5 2019 A A .i) i L� ,tee . 1-9 11/ M2 s I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) " WEProposed revision/corrections add additional square footage to original submittal? No ® Yes (additional s.f. to be added: ) wo roposed revision/corrections add additional increase in building value to original submittal? [?]*Yes (additional increase in buildingva`fu�: $ 1, - Q 0 ) (contractor must sign if increase in valuation) *Signature of Contractor/Agent: VApproved ❑ Denied Revision/Plan Review Comments Depa ent Review Required: uilding Plann g Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services (Office Use Only) ❑ Not Applicable to Department Permit Fee Du $ O Reviewed By Date Updated 10/17/18 I I. Date: 7/24/2019 Permit #: RES19-0229 Review Status: denied OFFICE COPY CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Site Address: 117 ARDELLA RD REM 172153 0000 I Applicant: ASSIST 2 BUILD INC I Property Owner: REED MICHELLE GLORIA Email: jim@assist2build.org Phone:9048769265 Email: TONYA@ASSIST2BUILD.ORG Phone:9047299219 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Submit e installation instructions and Evaluation Report for the James Har, i Building Products FL# 1319 .2. 2 Copies. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us t rna , led iflo rr. wo -e/t, - ' -7' 2-'l - t % w Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left s•4 r1l�``` Building Permit ApplicationOFFICE COPY Updated 1019118 >1 City of Atlantic Beach Building Department "ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-DeptC@coab.us IS REQUIRED. Job Address: // � /19 j) c LL /I } .D Permit Number:: R (,Si o-2 Z_, / Legal Description C � i -i -'t�`'i< , h 17 -cam- - f ( k1 6t r'C.t#i" Pr /i#tCcL.-zr Q%cCj �LRE##f y q l7dw__ �.. t Valuation of Work (Replacement Cost) $ CCIC' , G i Heated/Cooled SF Non- Heated/Cooled • Class of Work: ❑New ❑Addition Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial IKesidential • If an existing structure, is a fire sprinkler system installed?: Ll Yes J<O • Will trees be removed in association with proposed roiect? ❑Yes must submit separate Tree Removal Permit o Describe in detail the type of work to be performed: �^ Florida Product Approval # for multiple products use product approval form Property Owner Information Name %fI tCNNiec_ �t\fuC, [']0L � � Address ([ 7 r nDCC�.� ! -D City r ?C 2 L, ra C 14 State Zip -T Z L 3 1 Phoney/ 0 Ll 7 e f,( � E -Mail -71Aa A 7 &-,, (Y,D=l Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company 'j-) (`> 7- 1- h b i &-I) Qualifying Agent 's,M Address "L, b -Cd' l 6& City _1'k/Add C XL1 State _r,�_ Zip Office Phone jag cp,-j Z_, Job Site Contact Number State Certification/Registration #,,C6L" 1 2 to E -Mail 0i P A5 / 3 r,?- 6 L'rL e , rI Architect Name & Phone # Engineer's Name & Phone # 141 Workers Compensation Insurer C> OR Exempt Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or install n has y commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regI -J Z ZZ (� construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, S 0 WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requiremerN dLUQ a ` permit, there may be additional restrictions applicable to this property that may be found in the public records of this cour'B, RCE Z O F there may be additional permits required from other governmental entities such as water management districts, state agemiQCQ U federal agencies. p Z cc Z OQa0s� OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance wi(JiA LL W applicable laws regulating construction and zoning. O Q Z WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT M�1(0 w W RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INgEFxL� L,pIU� E5 E5 TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE W V w a cc RECORDING YOUR NOT)CE OF COMMENCEMENT,- u (Signature of Owner or Agent) (Signature of Contractor) Sied and sworn to (or affirmed) belfW me this 1 day of UC zals , by�'�� S' u t •ti'}veU''•. ZEBU LON ZANZWHAN MARTIN i • ,,1°`s Notary Public - State of Florida [:,Personally Known OR Commission Commission # GG 287894 or, n ,; My Comm. Expires Jan 2, 2023 [ ]Produced Identification Bonded through National Notary Assn, Type of Identification: Si ned�aand sworn to (or affirmed) b fore me this I '� day of by ��% ,Jc> /CAS --t, r }-Personally Known OR [ ] Produced Identification Type of Identification: _ ZEBULON ZANZWHAN MARTIN aP• Y`s Notary Public State of Florida Commission # GG 287894 or My Comm. Expires Jan 2, 2023 Bonded through National Notary Assn. State of / County of A?L✓�w i Il LCf� To Whom It May Concern: NOTICE OF COMMENCEMENT OFFICE COPY Tax Folio No. The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: _/I' -/(o /� -ZS -Z�i' �-(( f��/V,y L5 2C?( -.,4 " Pr _ PAROL = i2�G6 Oi�Z l�Z4ti lI\ I Address of property being improved: �� AR p cc c,4 4C z-1 General description of improvements: Owner: l�%irGL /� t\)C liC Address: ( 1-7 �Rb C&6/4 X 0 X X z [ o cz oo 3 ` - OzzaC Owner's interest in site of the improvement: �W N ;Urn (D o a _ z C o� c Fee Simple Titleholder (if other than owner): �, N Name: mN,_ o �o S ontractor: lgii'%G"j �/ L} ,J `� A A Address:D 19 F-1450- 4� L�j /1-1/ 010k i- �C� Ci 7`G 2 0&9X � J i C n u Telephone No.:Fax No: o Surety (if any) n o c � Address: Amount of Bond $ o Telephone No: Fax No: c D r Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of Berson withirg the State of Florida, other than himself, designated by owner upon whom notices documents or other may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER r'6 ZEBULON ZANPNHAN MARTIN Signed: Date: /�019 ;?`:* � Notary Public • State of Florida Before me this day of in the County of Duval, State a g Commission # GG 287894 Of Florida, has personally e '?ovF` My Comm. Expires Jan 2, 2023 P y pp aced h7/� Cr✓ F/YCfi Bonded through National Notary Ass Notary Public at Large, Stat of Fori�J ountd Duval. ommission expires: _ Personally Known: dl; or Produced Identification: OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: _ PZ- D11 A:: /? C— ,� J 17 Permit #: fiZ�S/ / UZ2 *Owner/Project Name: 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.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # A. EXTERIOR DOORS 1. SwingingL4J yip 2. Sliding 3. Sectional 4. Garage Roll -Up 5. Automatic 6. Other -SW �e (� W Grp �'t� -�t�ic,• v't` ! �, B. WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 OFFICE COPY Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # C. PANEL WALL 1. Siding e I� ri,.t ' 4 d'f7'N�✓o� S' - Z 2. Soffits 3. EIFS 4. Storefronts 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 fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement -adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 OFFICE COPY 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): 7 A-/ /f 5 A , P 1 (2-1\ `( *Contractor Signature: *Company Name: A S S L S--' Z &,c ( c� 1,rJ e *Mailing Address: *City: *State: /`—( *Zip Code: 3-20&F *Telephone Number: Q0� 7 &—!a 2(p*E-mail Address: Cell Phone Number: toy — & (D — 9 2 (05 Fax Number: Page 4 of 4 Updated 10/17/18 / OFFICE COPY Florida Product Approval HardiePlank® Lap Siding • For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO -2683-17, RIO -2687-17, or RIO -2688-17. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank /ff->o Lap Siding JamesHardie EFFECTIVE MAY 2016 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS" PRODUCTS Visit er Ni hprdieinstallatign.cnn, for the most recent version. SELECT CEDARMILL® • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL- ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE" PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE'" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: I © CUTTING INSTRUCTIONS Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. 0 OUTDOORS INDOORS 1. Position cutting station so that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area. 2. Position cutting station in well -ventilated area 2. Use one of the following methods: a. Best: i. Score and stop ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors b. Better: i. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark HardieBlade" saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: i. Dust reducing circular saw with a HardieBlade saw blade (only use for low to moderate cutting) Important Note: For maximum protection lowest respirable dust production), James Hardie recommends always using "Best" -level cutting methods where feasible. NIOSH -approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additiond exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. GENERAL REQUIREMENTS: • HardiePlank" lap siding can be installed over braced wood or steel studs spaced a maximum of 24 in. o.c. or directly to minimum 7/16 in. thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. jamehardie.com • A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap' Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6 in. in the first 10 ft.. • Do not use HardiePlank lap siding in fascia or trim applications. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePlank lap siding may be installed on flat vertical wall applications only. • For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie Siding Products" at www.JamesHardie.com. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. INSTALLATION: JOINTTREATMENT One or more of the followingjoint treatment options Figure 2 1 P 9 Nail is no t nail line is not are required by code (as referenced 2009 IRC stud present place R703.10.2) fastener A. Joint Flashing (James Hardie recommended) = _ -��-" between 3/4 in. & 1"from B. Caulking* (Caulking Is not recommended 9 ( 9 water - resistive �~� Ned9 top of plank) for ColorPlus for aesthetic reasons as the barrier ofplank Caulking and ColorPlus will weather differently. For the same reason, flashing do not caulk nail heads on HardieZone ColorPlus products.) HardiePlank`siding C. "H" jointer cover install planks in moderate contact at butt joints Figure 1 Double Wall Single Wall construction Construction water -resistive barrier liin b / plywood or 24 in. o.c. max. OSB sheathing o water -resistive barrier ago fastener Install a 1 1/4 in. starter strip to ensure a consistent plank angle leave appropriate gap between planks and trim, then caulk."` Note: Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. 'Refer to Caulking section in these instructions. ' For additional information on HardieWrap" Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie"' products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation, (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade'saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) wam others in the immediate area; (4) wear a property -fitted, NIOSH -approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. Dunng dean -up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, rotor to our installation instructions and Material Safety Data Sheet available at www.jameshardie-com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO 011R WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. HS11119-Pt/4 05/16 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z -Flashing As required by IRC code r r m4irx4 n, y� Min. 1/4 in. Do not caulk in. 1 in. 2 in. Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension %4 in. I r L -Flashing Z-Fkshing I in. 1/4 in I FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlankT- lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed corners may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing • Siding Hail (0.09 in. shank x 0.221 in. HD x 2 in. long) • 11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.25 in. long) Screws - Steel Framing • Ribbed Wafer -head or equivalent (No. 8 x 1 1/4 in. long x 0.375 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F Panelfaste nails or equivalent (0.10 in. shank x 0.313 in. HD x 1-1 /2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. • 11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.75 in. long) • Ribbed Wafer -head or equivalent (No. 8 x 1 5/8 in, long x 0.375 in. HD). FACE NAILING Nails - Wood Framing • 6d (0.113 in. shank x 0.267 in. HD x 2 in. long) • Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long) Screws - Steel Framing • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8 in, long x 0.323 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing • ET & F pin or equivalent (0.10 in. shank x 0.25 in. HD x 1-1/2 in. long) Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. • Siding nail (0.09 in. shank x 0.221 in. HD x 1-1/2 in. long)' 24' O.C. ma L , Figure 15 Figure 16 1 Nail Line / Blind Nail I/ Water Resistive 1 1/4' min. Barrier Overlap / Minimum overlap for Both Face and Blind Nailing min. 1 114 in. overlap T stud24 in. max. 1 1/4 in. min. 1-_- - overlap - I I I o 3l4 in -7 irj. - - 1I- y face nail water -resistive barrier / Laminate sheet to be removed immediately after installation of each course for ColorPlus® products. ' When face nailing to OSB, planks must be no greater than 9 1/4 in. wide and fasteners must be 12 in, o.c, or less. Also see General Fastening Requirements; and when considering alternative fastening options refer to James Hardie Technical Bulletin USTB 17 - Fastening Tips for HardiePlanke Lap Siding. HS11119-P2/4 05/16 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). (fig. A ) • Do not over -drive nail heads or drive nails at an angle. • If nail is countersunk, fill nail hole and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). �Eq tiz, (0 ® ®X71 EJ countersunk, fill & add nail snug flush DO NOT DO NOT Figure A I Figure B I under drive nails staple PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing CAULKING direct to OSB or plywood should only be used when traditional framing is For best results use an Elastomeric Joint Sealant complying with ASTM C920 not available. Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM • Do not use aluminum fasteners, staples, or clipped head nails. C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie@ ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus� Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlane lap siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non -factory cut edges into trim where possible, and caulk. Calor matched caulks are available from your ColorPlus® product dealer. • Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Repriming is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119-P3/4 05/16 COVERAGE CHART/ESTIMATING GUIDE Number of 12 ft. planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK® LAP SIDING WIDTH SQ 51/4 61/4 71/4 71/2 8 81/4 91/4 91/2 12 (1 SO =100 sq.ft.) (exposure) 4 5 6 61/4 63/4 7 8 81/4 103/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION: In accordance with ICC -ES Evaluation Report ESR -2290, HardiePlank® lap siding is recognized as a suitable alternate to that specified in: the 2006,2009,&2012 International Residential Code for One - and Two -Family Dwellings, and the 2006, 2009, & 2012 International Building Code,. HardiePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC -23, City of New York MEA 223-93-M, and California DSA PA -019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. O 2016 James Hardie Building Products. All rights reserved. Additional Installation Information, TM, SM. and Jdenoteechnol gyLimarksorregisteredregist traregemarksistered r Warranties, and Warnings are available at James Hardie Technology Limited. is a registered t adema k g "n.JamesHard ie of James Hardie Technology Limited. WWW,)ameShardle.COm Panetfast is a registered trademark of ET&F Fastening Systems, Inc HS11119-P4/4 05/16 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 I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX GA �- 121 a STATE ®F 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@ja m eshardie.cont EVALUATION SUBJECT HardiePlank* Lap Siding James Hardie Product Trade Names covered in this evaluation: HafdiePlankt Lap Siding, CemPlank® Siding, PrevailTM Lap Siding EVALUATION SCOPE: ASCE 7-10 2017 Flonda Building Code 2015 International Building Codec 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 of screws. REFERENCE REPORTS: 1. Intertek Report 3148104COC`002, Transverse load testing on HardiePlank and HardiePanel Fiber -Cement panels 2. Intertek Report 100717048C00-003, Transverse load testing on HardiePlank and HardieShingle pGAW a� ,1 121 `�: �'O •.fiLaR�dP �' `�� SS1 0 N A, : RONALD 1. 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 TEST RESULTS: Table 1. Results of Transverse Load Testing Report Number 3148104COO.002 3148104COO-002 100717048COQ-003 100717048COQ-003 Test Agency Intertek Intertek Intertek Intenek Thickness (in.) 0.3125 0.3125 0.3125 0.3125 Width (in.) 5.25 9.25 8.25 8.25 Frame Type Wood 2' x 4' SPF w/ 7/16" OSB sheathing Wood 2" x 4" SPF w/ 7/16" OSB sheathing Wood 2'x 4" SPF w/ 7/16' OSB sheathing Wood 2' x 4" SPF wl 7116" 0S8 sheathing Frame Spacing (in.) 12 12 8 6 Fastener Type #6 waferhead screw, 1 5/8" x 0.375' HD #8 waferhead screw, 1 5/8" x 0.375" HD 4d ring shank siding 4d ring shards siding 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 (psi 310.4 136.8 152 198 Design Load sf)' 103.5 46.3 50.7 66.0 Effective Tributary Area (ft) 0933 0.667 0.389 0.292 Fastener Load as tested (lb/fastener) 34.5 30.8 19.7 19.3 Adjusted withdrawal design bad (Iblfastener) , W 35.6 35.6 Net Fastener Penetration (in.). P 0.437 0.437 Wood Speck Gravity, G 0.70 0.70 Nail Shank Diameter (in.), D 0.090 0.090 Withdrawal design value per NDS 2015 or ESR -1539 (tb/in. penetration), W 50.9 50.9 Calculated fastener withdrawal load is compared with the test result and the more conservative one unit be, used. 1. Allowable design load is determined from ultimate load divided by a factor of safety of 3. 2. HardiePlank Siding complies with ASTM C1186, Standard Specification for Grade 11, Type A Non -asbestos Fiber -Cement Flat Sheets, 3. An equivalent speck 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 will 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, 2 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(5/21 ' 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. /// 44111#0 GAW 121 > FLO go FSS100V 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 r"or 9.2.5 inch wide HardiePlank: Design bad = ultimate failure load/F OS = -138.8 psi/ 3 = -46.3 psf Effective tributary = ((plank width exposed to weather X fastener spacing)/144) = ((9.251.25) X 12u144 = 0.667 sq.ft. Fastener bad = design load X tributary area = -46.3.5 X 0.667 = -30.8 pounds The fastener loads for all other plank widths were linear interpialed from the two tests based on plank width Calculated allowable design load = fastener bad tested condition divided by area tributary for the condition to be calculated HardiePlank Width (inches) c n c a c E F-- U D m v LL in '.= 1p d < ami a' -v W 1- a o o� rn a o o' ^ y m LL J 5.25 -310.4 12 0.333 -103.5 -34.5 5.25 12 0.417 -80.6 -33.6 7.25 12 0.500 -65.3 -327- 7.5 12 0.521 -62.3 -32.4 8 12 0.563 -56.9 -32.0 8.25 -152 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"0.09"0.215'), fasteners concealed (blind nail) at 8" O.C. to WSP sheathing only For 8.25 inch wide HardiePlank. Design bad = ultimate failure load/FDS = -152 psf/ 3 = -50.7 psi 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 Ibis The fastener loads for all other plank width were calculated based on the same fastener load Calculated alowabie design load= fastener load tested condition divided by area tributary for the condition to be calculated HardiePlank Width (Inches) -8 o y wy y c t r- U 7 w m u W in - U ' W it E o 0 o :-c _ rn a 0 a m a h 10 W J 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 0.389 -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 -33.0 -19.7 Table 2C, Allowable Design Loads Based on Constant Fastener Load, 4d ring shank siding nail (1.5'x0.09"x0.215'), 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 psf Effective tributary = ((plank width exposed to weather X fastener spacing)/144) = ((8.25-1.25) X 6)1144 = 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 1 /////s141" ' Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calcuWV0 HardiePlank Width (inches) n c B E r i °i LL rn ` � Q d ;; w a m m � 3� i.2 a a 5.25 6 0.167 -115.8 -19.3 6.25 6 0.208 -92.6 -19.3 7.25 6 0.250 -77.2 -19.3 T5 6 0.260 -74.1 -19.3 8 6 0.281 -68.6 -19.3 8.25 -198 6 0.292 -66.0 -19.3 9.25 6 0.333 -57.9 -19.3 9,5L -56.1 -19.3 12 6 0.448 -43.1 -19.3 121 -o =. STATE OF 1� F�0RIOA. ". S10mAI 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 DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load rapacity (wind load rapacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowiable 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 at 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 26.5-1B, and Figure 26.5-1 C. For this analysis, to calculate the pressures in Tables 4, 5, and 6, the load combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal toads using allowable stress design. load combination 7. 1_oad combination 7 uses a load factor of 0.6 applied to the Wind velocity pressure. Equation 1, q 0.00256'K,'Kn'Kd'V' (ref ASCE 7-10equabon 30.3-1) q, velocity pressure at height z K velocity pressure exposure coefficient evaluated at height z K„ topographic factor Kit wind directionality factor V basic wind speed (3 -second gust MPH) as determined from 12015 IBC. 2017 FBCI Figures 1609.3(1), (2) or (3); ASCE 7-10 Figures 26.5-1A, B, or C Equation 2, V=V,,, (ref 2015 IBC 8 2017 FBC Section 1602.1 definitions) V,d, , ultimate design wind speeds (3 -second gust MPH) determined from [2015 IBC, 2017 FBCI Figures 1609.3(1), (2) or (3); ASCE 7-10 Figures 26,5- 1A, B.orC Equation 3, p=q,'(GCpGCa) (ref ASCE7-10equation 306-1) GCp , product of extemal 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=0.00256'6, Kr'Kd-V, "(GCp GCp;) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7, Equation 5, 0.6D 10.6W (ref ASCE 7-10 section 2 4.1, load combination 7) 0 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„d = 0.6'(p) Equation 7, p_ = 0.610.00256Ki Kr K,'V, "< GCp GC,,)I 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 VWr, Equation 8, Vs = (p.,WQ.6'0.00256'K,'K„'Ks (GCp GC,,))as Applicable to methods specified in Exceptions 1 through 3 of 12015 IBC, 2017 FBC) Section 1609. 1 1., N determine the allowable nominal design word speed (Vasd) for Hardie Siding in Table 7, apply the conversion formula below, Equation 9, V_ = Vw' (0.6)" (ref 2015 IBC 8 2017 FBG Section 1609.3 1) V� , Nominal design wind speed (3 secondgust mph) (ref. 2015 IBC 8 2017 FBC Section 1602.1) Table 3, Coefficients and Constants used in Determining V and p, O.GAW4 4121 i -o STATE OF SSl � E ONA K, Wan zone 5 Height (R) Exp B Exp C Exp D K, Kit GC GC 0-15 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.7 0.98 1.16 1 0.85 -14 0.18 35 0.73 1.01 1.19 1 0.85 -14 0.18 40 0.76 104 1.22 1 0.85 -1.4 0.18 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 0.831.11 1.29 1 0.85 -1.4 0.18 60 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 O.GAW4 4121 i -o STATE OF SSl � E ONA 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) 100 105 110 116 120 130 140 150 160 170 1 180 190 1 200 1 210 Height (ft) 8 B B B B B B B B B B B B B 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -244 -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 -24.4 -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 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -53.7 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 -307 -35.3 -40.1 45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -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 -48.3 -54.1 -60.3 -66.8 -73.7 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 60 -1 -28.2 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 - 0. - .8 -63.3 -70.1 100 100 -25.6 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed (3- secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) C C C C C C C C D C C C C C 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -68.8 -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 d-�44, -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 -328 -38.0 -43.6 -92.4 -101.9 -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 35 -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 -25.2 -601 -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 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 43.1 -31.7 -561 -63.5 -71.2 -79.3 -87.9 796.9 50 -22.5 -24.8 -27.2 -29.1 -32.4 -38.0 -44.1 .6 -57.6 -65.0 -711 -81.2 -89.9 -99.2 5.5 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 J9.4 .5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -2 -28.2 -30.8 - .6 -39.4 -45.7 .4 - 9. - - -84.1 -106.8 -119.8 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 -94.1 -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) 100 105 110 115 120 130 140 150 160 170 180 190 200 270 Height (ft) D D D D D D D 0 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 -96.2 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 -775 -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 -588 -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 60 -2 .0 -29.8 -32.7 -35. -38.9 --4-9.7- - 3.0 -60.8 - 9. - .6 - -108.1 -11 .2 100 -37.0 -40.8 44.7 -48.9 -53.2 -b2.5 -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 2015180, 20151RC and the 2017 Florida Building Code. �OGA�IN 2 21 -a STATE OFA Q F�►a�` �'� RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO -2668-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888542-7343 info@jameshardie.com Table 7, Allowable Wind Speed (mph) for HardiePlank Lap Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C part 1 and Design Wind, Speed, Design Wind, Speed, vL.3,5 v,4,5, (3 -second qust h) (3 -second gust mph) Applicable to methods Building Height : (feet) spedfied in [2015 IBC, Appkcable to methods 2017 FSC] Section specified in Exceptions 1 609.1.1. as detemdned by though 3 of (2015 IBC, [2015 IBC, 2017 FBC] 2017 FBCi Section Figures 1809.3(1), (2) or 1809.1.1. 3. 5/16 Vind exposure catego Wind exposure categor R ........... WA 4121 * s ' STA E Of ' c� to CoMflcknls used in Table• 6 ralaila6aris for V,. Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Fastener Spacing (inches) Building Height : (feet) B C D B C D NO4'aae Design Load (PSF) Exp B Exp C Exp D Ke Ka GC, O HardiePlank 5/16 5.25 No. 8 x 1- 518" long x 0.375' HD ribbed waterhead screws6WSP Bind screwed to WSP 2X4 woad or 20 ga. steel framing, 7/16" thick sheathing 12 0-15 268 243 221 207 188 171 -10.3.5 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 1 0.85 -14 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.1B 1 0.85 -1.40.16 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 085 1.4 018 1 0.85 AA 0.18 1 0.85 -14 0.18 20 268 236 216 207 183 167 -103.5 0.7 0.9 1.09 25 268 231 212 207 179 164 -103.5 0.7 0.94 1.12 30 268 226 208 207 175 161 0.98 1.16 35 262 223 205 203 173 159 0.73 1.01 1.19 40 257 220 2D3 199 170 157 0.76 1.04 1.22 45 253 217 201 196 168 155 0.785 1.085 1.245 J-1013.50.7 50 249 215 199 193 166 154 0.81 1.09 7.27 55 246 213 197 190 165 153 0.83 1.11 1.29 60 243 211 196 188 163 152 0.85 1-13 1.31 100 201 178 167 156 138 130 0.99 126 1.43 h>60 1 0.861-1.8 0.18 HardiePlank 5/16 6.25 No. 8 x t- 5/8" long x 0.375" HD ribbed waferhead screws 6 Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 12 0-15 236 214 195 183 166 151 -80.6 0.7 0.85 1.03 h960 1 0.85 -1.4 0.18 1 0.85 71.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.8.5 -1.4 0.18 1 0.85 -1.4 0.18 20 236 208 190 183 161 147 -80.6 0.7 0.9 1.08 25 236 204 187 183 158 145 -80.6 0.7 0.94 1.12 30 236 200 184 183 155 142 -80.6 0.7 0.98 1.16 35 231 197 181 179 152 140 -80.6 0,73 1.01 1.19 40 227 194 179 176 150 139 -80.6 0.76 1.04 1.22 45 223 192 177 173 148 137 -80.6 0.785 1.085 1.245 50 220 189 175 170 147 136 -80.6 0.81 1.09 1.27 55 217 188 174 168 145 135 -80.6 0.83 1.11 129 60 214 186 173 166 144 134 -80.6 0.8.5 1.13 1.31 100 177 157 148 137 122 114 -80.6 0.99 126 1.43 in60 1 0.85 -t.8 0.18 HardiePlank 5/16 7.25 No. 8 x 1- 518" long x 0.375" HD ribbed waferhead screws Blind screwed to WSP 2X4 woad or 20 ga. steel framing, 7116* thick WSP sheathing 12 0-15 213 193 175 165 150 136 -65.3 0.7 0.85 1.03 hsw 1 575 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 7-6-8s- -1.4 0.18 1 a85 -1.4 0.18 1 0.85 -14 0.18 1 0.85 -1.4 0.18 1 0 -as -1.4 0.18 1 0.85 -1.4 0.18 20 213 188 171 165 145 133 -85.3 0.7 0.9 1.08 25 213 184 168 165 142 130 -65.3 0.7 0.94 1.12 30 213 180 165 165 139 128 -65.3 0.7 0.98 1.18 35 208 177 163 161 137 126 -65.3 0.73 1.01 1.19 40 204 175 161 156 135 125 -65.3 0.76 1.04 122 45 201 172 159 156 134 124 -85.3 0.785 1.055 1.245 50 198 170 158 153 132 122 -85.3 D.81 1.08 127 55 195 169 157 151 131 121 -85.3 0.83 1.11 1.29 60 193 167 155 150 130 120 -65.3 0.85 1.13 1.31 100 160 142 133 124 110 103 -85.3 0.99 1.26 1 A 1h,60 1 1 0.85 -1.8 018 HardiePlank 5/16 7.5 No. 8 x 1- 5/8" long x 0.375' HD ribbed waferhead screwss Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16' thick WSP sheathing 12 0-15 208 l all 171 161 146 133 -62.3 0.7 0.85 1.03 hs80 1 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 7-6-m -14 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 a85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 20 208 183 167 161 142 130 -62.3 0.7 0.9 1.08 25 208 179 164 161 139 127 -62.3 0.7 0.94 1.12 30 208 176 161 161 136 125 -82.3 0.7 0.98 1.16 35 203 173 159 158 134 123 -62.3 0.73 1.01 1.19 40 199 170 157 154 132 122 -62.3 0.76 1.04 1.22 45 196 168 156 152 130 121 -62.3 0.785 1.065 1.245 50 193 166 154 150 129 119 -82.3 0.811.09 1.27 55 191 165 153 148 128 119 -62.3 0.83 1.11 1 1.29 60 188 163 152 146 127 118 -62.3 0.85 1.13 1.31 1 100 156 138 130 121 107 101 -62.3 0.99 125 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 8 No. 8 x 1- 518" long x 0.375" HD ribbed waferhead screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7116' thick WSP sheathing 12 0.15 198 180 164 154 139 127 -56.9 0.7 0.85 1.03 hs60 1 1 0.85 -1.4 0.18 1 0.85 -14 0.18 1 0.85 -1.4 0.78- 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 1 10.851 -1.4 10.181 1 o.6s -1.4 0.18 1 0.85 -14 0.18 20 198 175 160 154 136 124 -56.9 0.7 0.9 1.08 25 198 171 157 154 133 122 -58.9 0.7 0.94 1.12 30 198 168 154 154 130 119 -56.9 0.7 0.96 1.16 35 194 165 152 151 128 118 -59.9 0.73 1.01 1.18 40 190 163 150 148 126 116 -56.9 0.76 1.04 122 45 187 161 149 145 125 115 -56.9 0.785 1.065 1245 50 184 159 147 143 123 114 -56.9 0.81 1 1.09 1 1.27 55 182 158 146 141 122 113 -56.9 0.83 t11 t.29 60 180 156 145 139 121 112 -56.9 0.85 1.13 1.31 100 149 132 124 115 102 96 -56.9 1 0.99 1 128 1 1.43 h>60I 0.85 -1.8 0.18 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infoCiameshardie. corn RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO -2688-17 Design Wind, Speed,I Design %Mnd, Speed, u V 3.5 V..',5 specified in 120151BC, Applicable to Methods 2017 FBC) Section specified in Exceptions 1 1609.1.1. es determined b through 3 of 12015 IBC, [201518C, 2017 FBC1 2017 FBC] Section Figures 1609.3(1), (2) or 1609.1.1. (3). Siding �0GA�,y' o• 121 µ * *r STATE OF ZORI OA•G��'��A so NAL�� CoeRicienle u"d In Tab�t(�iedMdom for V,a Wind exposure egory Wind exposure ca"oryl Siding rG Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing FrameSpacing Type Fastener (inches) Building HeightlZ (feet) B C D B C D Allowable Design Load (PSF) Exp B Exp C Exp D Ke K. ocp GGO HardiePlank 5116 8.25 No. Ox 1- long x 0.375' HD ribbed waferhead screws c Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7116" thick WSP sheathing 12 0-15 194 176 160 150 136 124 -54.4 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1-4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 alis 1 0.85.-l.4, 0.18 1 0.85-1.4 0.18 1 0.85 -1.4 0.18 20 194 171 156 150 133 121 -54.4 0.7 0.9 1.08 25 194 168 153 150 130 119 -54.4 0.7 0.94 1.12 30 194 164 151 150 127 117 -54.4 0.7 0.98 1.18 35 190 162 149 147 125 115 -54.4 0.73 1.01 1.19 40 186 159 147 144 123 114 54.4 0.76 1.04 1.22 45 183 157 146 142 122 113 -54.4 0.785 1.085 1245 50 180 156 144 140 121 112 -54.4 0.81 1.09 1.27 55 178 154 143 138 119 111 -544 0.83 1.11 1.29 60 176 153 142 136 118 110 -54.4 0.85 1.13 1.31 100 146 129 121 113 100 94 -54.4 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 9.25 No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws s Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 12 0.15 179 162 148 139 126 114 -48.3 0.7 0.85 1.03 h580 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.16 1 0.85 -1.4 0.18 1 OAS -14 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 20 179 158 144 139 122 112 -46.3 0.7 0.9 1.08 25 179 154 142 139 120 110 -46.3 0.7 0.94 1.12 30 179 151 139 139 117 108 -46.3 0.7 0.98 1.16 35 175 149 137 136 115 106 -46.3 0.73 1.01 1.19 40 172 147 136 133 114 105 -46.3 0.76 1.04 122 45 169 145 134 131 112 104 -46.3 0.785 1.085 1.245 50 166 143 133 129 111 103 -46.3 0.81 tog 127 55 164 142 132 127 110 102 -46.3 0.83 1.11 1 ]W1 60 162 141 131 126 109 101 -46.3 0.85 1.13 1.31 100 134 119 112 1114 92 67 -46.3 0.99 126 1.43 h>60 1 OAS -1.8 0.18 HardiePlank 5116 9.5 No. 8 x 1- 5/8" long x 0.375" HD ribbed waterhead screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 12 0-15 176 159 145 136 123 112 -44.5 0.7 0.85 1.03 hs80 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 OAS -1.4 0.18 1 O.a5 -1.4 0.18 1 0.85 -1.4 0.18 1 aas -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -t4 0.18 1 0.85 AA 0.18 20 176 155 141 136 120 109 -44.5 0.7 Ds 1.08 25 176 152 139 136 117 108 -44.5 0.7 0.94 1.12 30 176 148 136 136 115 106 -44.5 0.7 0.98 1.16 35 172 146 135 133 113 104 -44.5 0.73 1.01 1.19 40 169 144 133 131 112 103 -44.5 0.76 1.04 122 45 166 142 132 128 110 102 -44.5 0.785 1.085 1.245 0 163 141 130 126 109 101 0.81 1.09 1.27 161 139 129 125 108 100 0.a't 111 1.29 01,10E0159 138 128 123 107 99 0.85 1.13 1.31 132 117 102 91 0.99 1.26 143 N-31.6 h>60 I. las -1.8 0.18 HardiePlank 5/16 12 NO. 8 x 1- 5/e" long x 0.375' HD ribbed waferhead screws4 Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 12 0-15 148 134 122 115 104 94 0.7 0.85 1.03 hs60 1 0.65 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -14 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 20 148 131 119 115 101 92 0.7 0.9 1.08 25 148 128 117 115 99 91 0.7 0.94 1.12 30 148 125 115 115 97 89 -31.6 0.7 0.98 1.16 35 145 123 113 112 95 88 1 -31.6 0.73 1.01 1.19 40 142 121 112 110 94 87 -31.6 0.76 1.04 122 45 140 120 111 108 93 86 -31.6 0.785 1.085 1.245 50 138 119 107 92 31.6 0.81 1.08 127 55 136 118 105 91 -31.8 0.83 1.11 129 60 134 116 104 90 -31.6 a85 1.13 1.31 100 111 86 -31.6 0.99 1.26 1.43 h>60 112-85 -1.8 0.18 HardiePlank 5/16 5.25nailed 0.090" shank X 0.215" HD X 1.5' long ring shank nags Blind to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 8 0-15 240 225 204 192 174 158 -88.7 0.7 0.85 1.03 hs60 1 0.85 -14 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.19 1 0.85 AA 818 1 0.85 -1.4 0.18 1 0.85 -1.4 018 1 Dias -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -14 0.18 1 0.85 -14 0.18 20 248 219 199 192 169 155 -88.7 0.7 0.9 1.Da 25 248 214 196 192 1 166 152 -68.7 0.7 0.94 1.12 30 248 209 192 192 162 149 -88.7 0.7 0.98 1.16 35 243 206 190 188 160 147 -88.7 0.73 1.01 1.19 40 238 203 188 184 157 145 -88.7 0.76 1.04 1.22 45 234 201 186 181 156 144 -88.7 0.785 1.065 1.245 50 230 199 184 178 154 143 58.7 0.81 1.09 127 55 228 197 183 176 152 141 -88.7 0.83 1.11 129 60225 195 181 174 151 140 -88.7 0.65 1.13 1.31 100 186 165 155 144 128 120 -88.7 1 .99 1 1.28 1 1.43 h>60 1 0.85 -1.8 0.18 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 irlfo(aameshardie.com RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-647-4595 FAX PROJECT: RIO -2688-17 Design Wind, Speed,I Vaed Design Wind, Speed, V.3'5' A.5 , Specified in 12015 IBC, Applicable to methods 2017 FBCI Section specified in Exceptions 1 609.1.1. as determined 8ragh 3 o(I201518C, [2015 IBC, 2017 F8CI 2017 FBCI Section Figures 1609.3(1), (2) a 1809.1.1. (3). 111 0.2 1 1 L sFL O RO .. Sl0NN, t1 Codficierdx used in Table 6 calculations for V,., Wind exposure category Wind a osure category Siding K. Product Product Thicimess Cthches) V14dth (inches) Fastener Type Fastener Spacing Frame Type Fastener Spacing (Inches) Building Heighe z (feet) B C D B C D AeoNable Design toad (PSF) Exp B Exp C I Exp D Ka iCa G GCp HardiePlank 5116 6.25 0.090" shank X 0.215" HD X 1.5" long ring shank naN c Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7116' thick WSP sheathing 8 0.15 222 201 183 172 156 142 -70.9 0.7 0.85 1.03 hs60 1 0.85 .1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0118 1 0.85 -1.a 0.78 1 0.85 -1.4 0.18 1 10.851-1.4 0.18 1 10.651-1.4 0.18 20 222 195 178 172 151 138 -70.9 0.7 0.9 1.08 25 222 191 175 172 148 136 -70.9 0.7 0.94 1.12 30 222 187 172 172 145 133 -70.9 0.7 0.98 1.18 35 217 185 170 168 143 132 -70.9 0.73 1.01 1.19 40 213 182 168 165 141 130 -70.9 0.78 1.04 722 45 209 780 166 162 139 129 -70.9 0.785 1.065 1245 50 206 178 165 160 138 127 -70.9 0.81 1.09 1.27 55 204 176 163 158 136 126 -70.9 0.83 1.11 1.29 60 201 174 162 15fi 135 125 -70.9 0.85 1.13 1.31 1D0 166 148 139 129 114 107 -70.9 0.99 1.26 1.43 h>W 1 0.85 -1.6 0.18 HardiePlank 5/16 7.25 0.090" shank X 0.215' HD X 1.5" long ring shank hats Blind nailed to WSP 2X4wo0d or 20 ga. steel framing, 7/16" thick WSP sheathing 8 0.15 202 184 167 157 142 129 -59.1 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 Ta- 1 0.85 -1.4 0.18 1 0.85 -1.4 o.te 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 20 202 178 163 157 138 126 -59.1 0.7 0.9 1.08 25 202 175 160 157 135 124 -59.1 0.7 0.94 1.12 30 202 171 157 157 132 122 -59.1 0.7 0.98 1.16 35 198 168 155 153 130 120 -59.1 0.73 1.01 1.19 40 194 166 153 150 129 119 -59.1 0.76 1.04 122 45 191 164 152 148 127 118 -59.1 0.785 1.065 1245 50 188 162 ISO 146 126 116 -59.1 0.81 1.09 127 55 186 161 149 144 124 115 -59.1 0.83 1.11 129 60 184 159 148 142 123 115 -59.1 0.85 1.13 1.31 100 152 135 126 118 104 98 -59.1 0.99 1.26 1A3 1 0.85 -1.8 0.18 HardiePtank 5/16 7.5X 0.090" shank X 0.215" HD 1.5" long ring shankWSP oath" Blind nailed to 2X4 wood or 20 ga. steel framing, 7/16' thick WSP sheathing 8 0.15 198 180 163 154 139 127 -56.8 0.7 0.85 1.03 hs60 1 O.B5 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.a 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.a 0.18 1 0. 85 -1 a 5118 1 1 0185 -1.4 10.18 20 198 175 160 154 135 124 -56.8 0.7 0.9 1.08 25 196 171 157 154 133 121 -56.8 0.7 0.94 1.12 30 198 168 154 154 130 119 -56.8 0.7 0.98 1.16 35 194 165 152 150 128 118 -56.8 0.73 1.01 1.19 40 190 163 150 147 126 116 -56.8 0.76 1.04hic1.22 45 187 161 149 145 124 115 -56.8 0.785 1.065 1.245 50 184 159 147 143 123 114 -58.8 0.81 1.09 1.27 55 182 157 146 141 122 113 56.8 0.83 1.11 1.29 60 180 156 145 139 121 112 -56.8 0.85 1.13 1.31 100 149 132 124 115 102 96 -56.8 0.99 1.26 1.43 hv60 1 0.85 -1.8 0.18 HardiePlank 5/16 8 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7116" thick WSP sheathing 8 0-15 191 173 157 148 134 122 -52.5 0.7 0.85 1.03 lh200 1 0.85 -1.4 0.18 t 2.85 -1.4 0.18 7 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 21.4 0.18 20 191 168 154 148 130 119 -52.5 0.7 0.9 1.08 25 191 165 151 148 128 117 -52.5 0.7 0.94 1.12 30 191 161 148 148 125 115 -52.5 0.7 0.98 1.16 35 187 159 146 145 123 113 -52.5 0.73 1191 7.19 40 183 156 144 142 121 112 -52.5 0.76 1.04 1.22 45 180 155 143 140 120 111 -52.5 0.785 1.085 1.245 50 177 153 142 137 118 110 -52.5 0.81 1.09 127 55 175 151 141 136 117 109 -52.5 0.83 1.11 1.29 60 173 150 139 134 116 108 -52.5 0.85 1.13 1.31 100 143 127 119 111 1 98 92 -52.5 0.99 1.28 1.43 1v80 1 0.85 -1.8 0.18 HardiePlank 5/16 8.25 0.090" shank X 0.215' HD X i.5" long ring shanknails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16"thick WSP sheathing 8 0.15 187 170 154 145 132 120 -50.7 0.85 1.03 h560 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -t.4 0.18 1 0.85-1.4018 1 0.85 -t.4 0.19 1 1 10.851 -1.4 1 .18 20 187 165 151 145 128 117 -50.7 0.9 1.08 25 187 162 148 145 125 115 -50.7 0.94 1.12 30 187 158 146 145 123 113 -50.7 0.98 1.16 35 183 156 144 142 121 111 -50.7 3 1.01 1.19 [0)...7,6 40 180 154 142 139 119 110 -50.7 1.04 1.22 45 177 152 140 137 118 109 -50.7 5 1.1165 1.245 50 174 150 139 135 116 108 -50.7 1 109 127 55 172 149 138 133 115 107 50.73129 60 170 147 137 132 114 106 -50.7 0.8.5 1.13 1.31 100 141 1 125 1 117 1 109 1 97 1 91 1 -50.7 1 0. jh>60 1 1 1 0.85 -1.8 0.18 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info(@jameshardie.com RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO -2688-17 Design W rid, Speed, I Design Wind, Speed, 3,5 5 UW , VsM , spec ted in (2015 IBC, Applicable to methods 2017 FBCj Section speafied in Exceptions 1 1609.1.1. as determined through 3 of (20151BC, (2015 IBC, 2017 FBC) 2017 FBC) Section Figures 1609.3(1), (2) or 1609.1.1. (3). OGAW Z N 4121 e = STATE OF a' 10. �C O R IOP• �c�c,,•'� =�sS�ONAL F •�_-- ....// � 1 / CoelFiciaMs used In Table 6 ealdWa9ons for V„„ Wind wposure category VAnd exposure ry Siding K. Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Fastener Spacing (inches) Building Helghe-' (feet) B C D B C D Allmvahla Design g toad (PSF) Exp B Exp C Exp D Kj fCr I GC, I G HardiePlank 5116 9.25 0.090" shank X 0.215" HD X 1.5' long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7116" thick WSP Sheathing 8 0-15 175 159 144 136 123 112 -44.3 0.7 0.85 1.03 hs6o 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.65 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.95 -1.4 1 0.18 1 0.85 -1.4 1 OAS 20 175 155 141 136 120 109 -44.3 0.7 0.9 1.08 25 175 151 139 136 117 107 -44.3 0.7 0.94 1.12 30 175 146 136 136 115 105 -44.3 0.7 0.98 1.16 35 172 146 134 133 113 104 -44.3 0.73 1.01 i-1 g 40 168 144 133 130 111 103 -44.3 0.76 1.04 1.22 45 165 142 131 128 110 102 -44.3 0.785 1.065 1.245 50 163 140 130 126 109 101 -44.3 0.81 1.09 1.27 55 161 139 129 125 108 100 44.3 0.83 1.11 1.29 60 159 138 128 123 107 99 -44.3 0.85 1.13 1.31 100 132 117 102 90 44.3 0.99 1.26 1.43 M80 1 0.85 -1-81 0.1e HardiePlank 5/16 9.5nailed O 090" shank X 0.215" HD X 1.5" long ring shanknag a Blind to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 8 0-15 173 157 142 134 121 110 -43.0 0.7 0.85 1.03 hs50 1 0.95 -1.4 0.2- 1 O.e5 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 1.a5 -1.4 0.18 1 0.8.5 -1.4 0.16 1 0.85 -1.4 0.18 1 085 -14 0.18 1 0.95 -14 018 1 0.85 -1.4 0.19 20 173 152 139 134 118 108 -43.0 0.7 0.9 1.08 25 173 149 136 134 115 106 -43.0 0.7 0.54 1.12 30 173 146 134 134 113 104 -43.0 0.7 0.96 1.16 35 169 144 132 131 111 103 -43.0 0.73 1.01 1.19 40 166 142 131 128 110 101 -43.0 0.76 1.04 122 140 129 126 108 100 43.0 0.785 1.065 1245 160 138 128 124 107 99 -43.0 0.81 1.59 127 F45163 158 137 127 123 106 98 -43.0 0.83 1.11 129 157 136 126 121 105 98 -43.0 0.85 1.13 1.31 130 115 100 89 -43.0 0,99 1.26 143 jh>80 1 1 0.85 -1.8 0.18 HardtePlank 5116 12 0.090" shank X 0.215' HD X 1.5' long ring shank nags Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 8 0-15 151 137 125 117 106 97 -33.0 0.7 0.85 1.03 hsW 1 0,85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 0.85 -1.4 0.18 1 0.85 -14 0.18 20 151 133 122 117 103 94 -33.0 0.7 0.9 1.09 25 151 130 119 117 101 93 -33.0 0.7 0.94 1.12 30 151 128 117 117 99 91 -33.0 0.7 0.98 1.16 35 148 126 116 115 97 90 -33.0 0.73 1.01 1.19 40 145 124 114 112 96 89 -33.0 0.76 1.04 1.22 45 143 123 113 111 95 88 -33.0 0.7a5 1.065 1.245 50 141 121 112 109 94 87 -33.0 0.81 1.09 1.27 55 139 120 111 108 93 86 -33.0 0.83 1.11 1.291 60 137 119 110 106 92 86 -33.0 0.85 1.13 1.31 100 114 88 -33.0 0.99 1.26 1.43 N60 I 1 0.85 HardiePlenk 5116 5.25nailed 0.090" shank X 0.215' HD X 1.5' long ring shank nags Blind to WSP 2X4 wood or 20 ga. steel framing, 7116" thick WSP sheathing 6 0-15 283 257 233 219 199 181 -115.8 0.7 0.85 1.03 hs60 .11-8 1 O.a5 -1.4 0.18 1 0.851-1.41 0-18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 20 283 250 228 219 193 177 -115.8 0.7 0.9 1.08 25 283 244 224 219 189 173 -115.8 0.7 0.94 1.12 30 283 239 220 219 185 170 -115.8 0.7 0.98 1.16 35 277 236 217 215 183 168 -115.8 0.73 1.01 1.19 40 272 232 215 211 180 166 -115.8 0.76 1.04 122 45 267 230 212 207 178 164 -115.6 0.785 1.Oe5 1.246 50 263 227 210 204 176 163 -115.8 0.e1 1.09 127 55 260 225 209 201 174 162 -115.8 0.83 1.11 129 60 257 223 207 199 173 160 -115.8 0.85 1.13 1.31 100 213 189 177 165 146 137 -115.8 0.99 1.26 1.43 MBO 1 0.85 -1.8 0.18 HardiePlank 5/16 6.25 0.090" shank X 0.215" HD ring shank ring shanknags Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16'thick WSP sheathing 6 0.15 253 230 209 196 178 162 -92.6 0.7 0.85 1.03 h560 1 0.95 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.19 1 0.85 -1.4 0.18 1 0.85 -1.4 o.te 1 0.85 -1.4 0.19 0.85 -1.4 0.16 20 253 223 204 196 173 158 -92.6 0.7 0.9 1.08 25 253 219 200 196 169 155 -92.6 0.7 0.94 1.12 30 253 214 197 196 166 152 -92.6 0.7 0.98 1.16 35 248 211 194 192 163 150 -92.6 0.73 1.01 1.19 40 243 208 192 188 181 149d-92.50.76 1.04 1.22 45 239 205 190 185 159 1470.785 1.065 1.245 50 235 203 188 182 157 1465.e1 1.OB 1.27 55 233 201 187180 1561450.83 1.11 1.29 60 230 199 185 178 154 1430.85 1.13 1.311 100 190 169 158 147 131 1230.99 1 126 1 143 h>80 1 1 0.85 -1.a O.1e JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 mfo@jameshard)e.com RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO -2688-17 Design Wind, Speed, I Design Wind, Speed 4.5 V'63.5.V,w spedfied in [20151BC, Applicable to methods 2017 FBC] Section spedfied in Exceptions 1 1609.1.1. as determined by through 3 of 12015 IBC, [2015 IBC 2017 FBC] 2017 FBC) Section Figures 1609.3(1), (2) or 1600.1.1. (3). Sol pGAWq n 21 4 44� \� 'l FSSIQNA� , Coefficients used in Table 6 calculations for V,,, Wind a osure c4ategoryy Wind e osure category Siding K. Product Product Thickness (inches) Oft (inches) Fastener Type Fastener Sparing Frame Type Fastener Sparing (inches) Building Height'Z (feet) B C D B C D Allowable Design toad (PSF) Exp B Exp C Exp D I Ke Ka G HardiePlank 5/16 7.25nailed 0.090" shank X 0.215" HD X 1.5' hong ring shank nails Blind to WSP 2X4 wood or 20 ga. steel framing, 7/16' thick WSP sheathing 6 0-15 231 210 191 179 163 148 -77.2 0.7 0.85 1 1.03 hs80 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.16 t 0.85 -14 0.18 1 0.85 -1.4 O.f8 20 231 204 186 179 158 144 -77.2 0.7 0.8 1 1.08 25 231 200 183 179 155 142 -77.2 0.7 0.94 1 1.12 30 231 195 180 179 151 139 -77.2 0.7 0.98 1.16 35 226 192 177 175 149 137 -77.2 0.73 1.01 1.19 40 222 190 175 172 147 136 -77.2 0.76 1A1 122 45 218 187 173 169 145 134 -77.2 0.785 1.085 1.245 50 215 185 172 166 144 133 -77.2 0.81 1.09 127 55 212 184 170 164 142 132 -77.2 0.83 1.11 1.29 60 210 182 169 163 141 131 -77.2 0.85 1.13 1.31 100 174 154 145 135 119 112 -77.2 0.99 1.28 1.43 h>50 t OA5 -1.8 0.18 HardiePlank 5116 7.5 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16'thick WSP sheathing 6 0.15 227 206 187 175 159 145 -74.1 0.7 0.85 1.03 h580 1 0.85 -1.4 0.18 i 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.86 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.16 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 20 227 2DO 182 175 155 141 -74.1 0.7 0.9 1.09 25 227 195 179 175 151 139 -74.1 0.7 0.94 1.12 30 227 191 176 175 148 136 -74.1 0.7 0.98 1.16 35 222 189 174 172 146 135 -74.1 0.73 1.01 1.19 40 217 186 172 168 144 133 -74.1 0.76 1.04 122 45 214 184 170 166 142 132 -74.1 0.785 1.085 1.245 50 211 182 168 163 141 130 -74.1 9.81 1.09 1.27 55 208 180 167 161 1 139 129 -74.1 0.83 1.11 129 60 206 178 166 159 138 128 -74.1 g.es 1.13 1.31 100 170 151 142 132 117 110 -74.1 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 HardePlank 5/16 8nailed 0.090" shank X 0.215" HD X 1.5" hong ring shank nails Blind to WSP 2X4 wood or 20 ga. steel framing, 7116" thick WSP sheathing 6 0.15 218 198 180 169 153 139 -68.6 0.7 0.85 1.03 hs80 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 GA5 -1.4 0.18 1 OAS -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 10.181 20 218 192 176 169 149 136 -68.6 0.7 0.9 1.08 25 218 188 172 169 146 133 -68.6 0.7 0.94 1.12 30 218 184 169 169 143 131 -6e.s 0.7 0.98 1.16 35 213 181 167 165 141 130 -68.6 0.73 1.01 1.19 40 209 179 165 162 139 128 -68.6 0.76 1.01 122 45 206 177 163 159 137 127 -68.6 0.785 1.065 1.245 50 203 175 162 157 135 125 -68.6 0.81 1.09 127 55 200 173 161 155 134 124 -68.6 0.83 1.11 1.29 60 198 172 159 153 133 123 -88.6 0.85 1.13 1.31 100 164 145 136 127 112 106 -68.6 0.99 1.26 1.43 h>60 1 0.85 1 -1.81018 HardiePlank 5116 8.25 0.090" shank X 0.215' HD X 1.5* long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16' thick WSP sheathing 6 0-15 214 194 176 166 150 137 -66.0 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 t 0.85 -1.4 0.18 1 OAS -1.4 0.18 1 0.85 -1.4 0.18 1 0.a5 -1.4 0.18 20 214 189 172 166 146 133 -66.0 0.7 0.9 1.06 25 214 184 169 166 143 131 -68.0 0.7 0.94 1.12 30 214 181 166 166 140 129 -68.0 0.7 0.98 1.16 35 209 178 164 162 138 127 -66.0 0.73 1.01 1.19 40 205 175 162 159 136 125 -68.0 0.78 1.04 122 45 202 173 160 156 134 124 -66.0 0.785 1.08.5 1245 50 199 171 159 154 133 123 -66.0 0.81 1.09 127 55 196 170 157 152 132 122 -6.0 0.83 1.11 129 60 194 168 156 150 130 121 -88.0 0.85 1.13 1.31 100 161 142 134 124 110 104 -66.0 0.99 1.28 1.43 h>60 1 0.85 -1.8 0.18 Hardiefolank 5/16 9.25 0.090" shank X 0.215" HD X 1.5" long ring shanknalsWSP Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7116' duck sheathing 6 0-15 200 182 165 1 155 141 128 -57.9 0.7 0.85 1.03 jhs60 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.115 -1.4 0.18 70.85 -1.4 0.16 1 0.85 -1.410,181 1 o.e5 -1.a 0.18 1 0.85 M 1 0.85 1 0.85 1 0.85 20 200 177 161 155 137 125 -57.9 0.7 0.9 1.08 25 200 173 158 155 134 123 -57.9 0.7 0.94 f.12 30 200 169 156 155 131 120 -57.9 0.7 0.98 1.16 35 i96 167 154 152 129 119 -57.9 0.73 1.01 1.19 40 192 164 152 149 127 117 -57.9 0.76 t 0 122 45 189 162 150 146 126 116 -57.9 0.7115 1.085 1.245 50 186 160 149 144 124 115 -57.9 0.81 1.09 127 55 184 159 148 142 123 114 -57.9 0.83 1.11129 60 182 156 146 141 122 113 -57.9 0.85 1.13 1.31 100 150 133125 117 103 97 -579 098 126 1.43 tv60 1 0.65 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO -2688-17 Design Wind, Speed, I Design Wind, Speed, V10,5 V,:e'.' spedfled in [2015 IBC, Applicable to metliods 2017 FBC3 Section specified in Exceptions 1 1609.1.1, as determined by through 3 of [201516C, I lion [2015 IBC, 2017 FBCj 2017 FBCj 1 Figures 1609.3(1), (2) or 1609.1.1. (3). Coefficients used in Table 6 calculations for V,,,, 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 a 60 R) and wind speed is permitted. 3. V„,, = ultimate design wind speed 4. V_ = nominal design vend speed 5. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 CBC Part 1 and Part 3: K�=1, Ka=0.85, GCS =1.4 (hs60), GCP 1.8 (h>60), GC„=0.18. 6. Fastener length shall be sufficient to penetrate back side of the WSP sheathing by at least 1/4" for nails or 3 fug theads for screws. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 GAWAA 24 21 VE of "��Fssr6NM-�, 12 Wind exposure category Wind exposure categoA Siding K, Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing FrameSparing Type Fastener (inches) Building Height' 2 (feet) B C D B C D Allowable Design Load (PSF) Exp B Exp C Exp D Kn K, GC, GC HardiePlank 5/16 9.5 0.090" shank X 0.215" HD X 1.5" long ring shank nail' Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16'thick `NSP sheathing 6 0-15 197 179 163 153 139 126 -56.2 0.7 0.85 1.03 h<_60 1 0.85 -14 0.18 1 0.85 -1.4 0.18 1 0.85 -IA 0.15 1 085 -14 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -14 0.18 1 0.85 -1.4 0.18 1 0.85 -14 0.18 20 197 174 159 153 135 123 -58.2 0.7 0.9 108 25 197 170 156 153 132 121 -56.2 0.7 0.94 1.12 30 197 167 153 153 129 119 -58.2 O3 0.98 1,16 35 193 164 151 1 150 127 117 1 -56.2 1 0.73 1.01 1.19 40 189 162 149 147 125 116 -56.2 0.76 1.04 1.22 45 186 160 148 144 124 115 -56.2 0.785 1.065 1.245 50 183 158 146 142 122 113 -5B.2 0.81 1.09 1.27 55 181 157 145 140 121 113 -56.2 0.83 1.71 129 60 179 155 144 139 120 112 -56.2 0.85 1.13 1.31 100 148 131 123 115 102 95 -56.2 0.99 1.26 1.43 h-60 1 0.85 -1.8 0.18 HardiePlank 5/16 12nailed 0.090" shank X 0.215' HD X 1.5" long ring shank nails Blind to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 6 0-15 173 157 142 134 121 110 43.1 0.7 0.85 1.03 hs60 1 1 1 0,85 -14 0.18 0.85 -14 0.1e 0.85 -14 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0,85 -1.4 0.18 1 0.85 -1.4 a.1a 20 173 152 139 134 118 108 -43.1 0.7 0.9 1.08 25 173 149 137 134 115 106 -43.1 0.7 0.94 1.12 30 173 146 134 134 113 104 -43.1 0.7 0.98 1.16 35 169 144 132 131 111 103 -43.1 0.73 1.01 119 40 166 142 131 128 110 101 -43.1 0.76 1.04 1.22 45 163 140 130 126 108 100 -43.1 0.785 1.065 1.245 50 161 138 128 124 107 99 -43.1 0.81 1.09 127 55 159 137 127 123 106 99 -43.1 0.83 1.11 1.29 60 157 136126 121 105 98 -43.1 0.85 1.13 1.3t 100 130 115 101 89 13.1 0.99 t28 1.43 h,601 1 I0.85 -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 a 60 R) and wind speed is permitted. 3. V„,, = ultimate design wind speed 4. V_ = nominal design vend speed 5. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 CBC Part 1 and Part 3: K�=1, Ka=0.85, GCS =1.4 (hs60), GCP 1.8 (h>60), GC„=0.18. 6. Fastener length shall be sufficient to penetrate back side of the WSP sheathing by at least 1/4" for nails or 3 fug theads for screws. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 GAWAA 24 21 VE of "��Fssr6NM-�, 12 PermitTRAK $55.00 RES19-0229 Address: 117 ARDELLA RD APN: 172153 0000 $55.00 BUILDING WINDOW DOOR INSTALL 08/01/2019 RBE $55.00 BUILDING WINDOW DOOR INSTALL 455-0000-322-10020 $55.00 08/01/2019 RBE Date Paid: Friday, August 02, 2019 Paid By: ASSIST 2 BUILD INC Cashier: CB Pay Method: CREDIT CARD 5 Printed: Friday, August 02, 2019 12:27 PM 1 of 1