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1660 BEACH AVE #3 - SIDING REPLACEMENT - L`l\ �' CITY OF ATLANTIC BEACH S,, ' " _.: -_. 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 \D,tl>' INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0252 Description: Replace Siding Estimated Value: 40000 Issue Date: 8/3/2018 Expiration Date: 1/30/2019 PROPERTY ADDRESS: Address: 1660 BEACH AVE UNIT#3 RE Number: 169576 0000 PROPERTY OWNER: Name: HART MARY JANE Address: 1660-3 BEACH AV ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: MARTIN HOME EXTERIORS Address: 5749 HAVEN RD QA KENNETH BRIAN MARTIN JACKSONVILLE, FL 32216 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. rr- \„� , City of Atlantic Beach APPLICATION NUMBER /s ,. , '- Building Department (To be assigned by the Building Department.) 2 800 Seminole Road k t S I IS 0 Z 52 '' Atlantic Beach, Florida 32233-5445 J (� U ,\. r Phone (904)247-5826 • Fax(904) 247-5845 G X10 jr v E-mail: building-dept@coab.us Date routed: 1i {1i8 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I t 01--3 Ave Department review required Yes o -�-- uildin Applicant: rn AIZTIIv tib PA EPI ► Planning &Zoning p1 �q r� ^, Tree Administrator Project: �.�i 11,,1 \ CE S I D I `1(2 Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants A Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 1 Approved. Denied ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING 1 Q F-a Reviewed by: � TREE ADMIN. Second Review: 1 lApproved 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 .--Ti-,,,-,., . Building Permit Application icrj/l City of Atlantic Beach OFFICE COPY �' ; 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: t(Q(CO 3 '(CCI-Ct ' AY_e, Permit Number: Q-E I g- bzS2- Legal Description )`3i40` .3...aUE•0• \( _AN ED('-0)t UNIT — Sci ,1U V-f RE# (pC151•(p- UO 00 Valuation of Work(Replacement Cost)$ `A 0 i 0 0 0 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteratio RepairI Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercialsidential) • 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 work to be performed: fielne"t dile--1 wo.J sli+ le t%4w - 7'Ksrbr# prw /tl•.-/i t fhi'k1 ic- r"6"."- 41x,e A) S`4,��'•fe Florida Product Approval# F 4 / 3I 9g.. , y for multiple products use product approval form Property Owner Information Name: IV\ar LJClu1 \.( -�(_p--L_ i] � Address: I4)0 ••-'; 6t,C401,, /661 42-' City pc-1'j A.-r, c k;•c6(cAA State •-'L- Zip 5'22"? Phone (G1(A) (,f)Gi - ''i LI 010 E-Mail J'w Nv egkepAvi.a gC)/Sa-f4. hti" Owner or Ant(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: -�fc N }k-IVAt- C-S P‘ORS Qualifying Agent:V.—N M x}-121-1 t Address IS (AV p,(� C ', • City:jQC `�,f,�+1ti►ll�� State 1-(_- Zip X22(\, Office Phone (0V-1) -} � -ca C,- Job Site/Contact Number rG(3ti) 3) (a 14 2.3 t U State Certification/Registration# C. t- 0(50q03(': E-Mail Le(\/(11`. +4 tic:-._j 4-'• (f f'A 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. 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 REC 0 •DING YOUR ► • ' ICE OF OMMENCEMENT. 2,7 i— -.0 °• 'I (Signature / Owner or Agent including Contractor) .^a'J'�'t' %% '.?•••• (Signature of Contractor) r 1... �;+ gn.. and sworn to(or affirmed) before me thi ) ►, °; 1 Ce day of Si ned and sworn to(or affirmedp/be-fore me this t&d ay ,pte,,� by , Zato , by J'14 H fi v',� , Za{ S , by_ i4 ',,,low•• 14• � _ "' ' , -4 il :: ihni ,-, t4 f ang g i; ature o otary) ( i:naturof Notary) - ii i EIg2Y `%'[d': Ii anally Known OR 0 [ i Known OR w 8 -, ''[ :'�,' ced Identification [ Personallyd Identification m r 1 LpL �L). 8 -. Z ►�• '�' dentification: pe of Identification: 12 z NOTICE OF COMMENCEMENT OFFICE COPY tPREP.ARE IN DUPLICATE Permit No. Res aar a5 a- Tax Folio No. 169576-0000 State of FL County of Duval To whom it may concern: 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 15-82 09-2S-29E .078 OCEAN GROVE UNIT NO 1 PT LOTS 9,10 RECD O/R 9882-471 BLK 6 Address of property being improved: 1660-3 BEACH AV ATLANTIC BEACH, FL 32233 General description of improvements: siding, windows or screen room Owner Hart,Mary Jane Address 1660-3 BEACH AV ATLANTIC BEACH,FL 32233 W Owner's interest in site of the improvement U Fee Simple Titleholder(if other than owners Q = J Z V Name Q V Z F- (:O „', ey Address Q O . $ Contractor Martin Home Exteriors,Inc. O m ~ Z W /� a 0 < if j Address 5715 Haven Road,Jacksonville,FL 32216 UU � V v 904-737-5009 "L F- Q Z I Phone No. Fax No. 904-594-3064 Q Z CCZ i Og2Q Surety(if any) Address Amount of bond$ U N F"CC Phone No. Fax No. O Q W Name and address of anymaking LL W W 5.: person a loan for the construction of the improvements. a _� m Name Ll1 _HW � p Address C.? N W Lu CC W Phone No. Fax No. iii j W CC CC Name of person within the State of Florida.other than himself.designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself.owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06(2)(b).Florida Statutes. (Fill in at Owners option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one 1 "»"•• different date is specified): l )year from the date of recording unless a ,��,,, ._, „„„.. •Ay,'.,• �' lir e; THIS SPACE FOR RECORDER'S USE ONLY OW SignedMe; �� DATE7/‘'7X i i Before me this ay ✓ -so fi'W in the County of DAa State, londa ha►y��eson:P appeared here Doc#2018168513,OR BK 18460 Page 961, himself herself and affirms�na e; statem- sand declarations herein in by r fll Number Pages: 1 are true and accurate i Recorded 07/18/2018 08:32 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL 7 ' COUNTY RECORDING $10.00 a`'' 8 Notar r,mage.State:f r counr of fly•• ssi•n expires: � � ... x p Per.. o..n Cr Produced Identification F.L.,p L HardieShingle®II >lo. Siding SJamesHardie STRAIGHT EDGE,STAGGERED EDGE,HALF ROUNDS&INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS-PRIMED&COLORPLUS' PRODUC I'S Visit::v.',f,,:iusi, ur .corn for the most recent version. 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®INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION.VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE&HANDLING: P CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS INDOORS to installation.Installing siding wet or 1.Position cutting station so that wind will blow dust away front user 1.Cut only using shears(manual,electric or pneumatic). saturated may result in shrinkage at butt and others in working area. 2.Position cutting station in well-ventilated area joints.Carry planks on edge. Protect 2.Use one of the following methods: edges and corners from breakage.James a.Best: i.Shears(manual,electric or pneumatic) b.Better: i.Dust reducing circular saw equipped with a -NEVER use a power saw indoors Hardie is not responsible for damage HardieBlade saw blade and NEPA vacuum extraction -NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark caused by improper storage and handling c.Good: i.Dust reducing circular saw with a HardieBlade saw blade-NEVER dry sweep-Use wet suppression or HEPA Vacuum of the product. (only use for low to moderate cutting) • -.k-' 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 ,� at www.jameshardie.com to help ) practicesmehoto further your]reduce dustm exposures. mAdditionalxits uinformationsuris available you 1 you determine the most appropriate cutting method for job requirements.If concern still exists about exposure levels or you - a� do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. SD093,05 GENERAL REQUIREMENTS: •HardieShinglen'siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.or directly to minimum 7/16"thick sheathing.See general fastening requirements. •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.1,2,3,4,5,6&7 must be followed. •Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. •Do not install James Hardie products,such that they may remain in contact with standing water. •HardieShingle siding may be installed on vertical wall applications only. •DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie°Products. CLEARANCES Install siding and trim products in Maintain a minimum 1"-2" Maintain a minimum 1"-2" At the juncture of the roof and vertical compliance with local building code clearance between James clearance between James Hardie surfaces,flashing and counterflashing shall be requirements for clearance between Hardie'products and paths, products and decking material. installed per the roofing manufacturer's the bottom edge of the siding and steps and driveways. instructions.Provide a minimum 1"-2" the adjacent finished grade. Figure 3 clearance between the roofing and the bottom _ edge of the siding and trim. r�� Figure 2 •IE' €t Figure 4 Figure 1siding e trimsiding II t ' Ir III i• ii 1"-2"min. , ', II concrete deck material V 1. I foundation 1111 6" min11174115.! 1't��mi I I~ I 2"min .; •• i� 1°/1 joist Jtr _ �� ` starter r fl—i—lashing l�flashing course '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)warn others in the immediate area;(4)wear a properly-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.During clean-up,use HEPA vacuums or wet cleanup methods-never dry sweep. For further information,refer to our installation instructions and Material Safety Data Sheet available at www.iameshardie.com or by calling 1-800-9HARDIE(1.800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. sxsaxs HS11121_P1/5 6/13 Used for Florida Product A royal FL13192.3 and FL13192.4 HardieShingle® Siding • For use outside of HVHZ, o HardieShingle Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2685-17 or RIO-2687-17. Consult the HardieShingle product installation instructions on the follow pages for all other installation requirements. James Hardie A smarter way to build . _ HardieShiI elo- ro, SidingJamesHardie n g STRAIGHT EDGE,STAGGERED EDGE,HALF ROUNDS&INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 77 j INSTALLATION REQUIREMENTS-PRIMED&COLORPL.US. I'RODUC I„ Visit,4,.w:.j,i i,uslr-ii,hc.,;um for the most recent version. 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'INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE& HANDLING: Q CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS INDOORS to installation.Installing siding wet or 1.Position cutting station so that wind will blow dust away from user 1.Cut only using shears(manual,electric or pneumatic). saturated may result in shrinkage at butt and others in working area. 2.Position cutting station in well-ventilated area joints.Cant'planks on edge. Protect 2.Use one of the following methods: a.Best: i.Shears(manual,electric or pneumatic) edges and corners from breakage.James b.Better: i.Dust redudngcircular saw equipped guiued with a -NEVER use a power saw indoors Hardie is not responsible for damage HardieBlade saw blade and HEPA vacuum extraction -NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark caused by improper storage and handling c.Good: i.Dust redudng dreular saw with a HardieBlade saw blade-NEVER dry sweep-Use wet suppression or NEPA Vacuum of the product. (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. =__-) ',� at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements Ioncern still exists al exposure ure levels otion is ryou-7:-,--_t. do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. SD083105 GENERAL REQUIREMENTS: •HardieShingle siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.or directly to minimum 7/16"thick sheathing.See general fastening requirements. •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 instated 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.1,2,3,4,5,6&7 must be followed. •Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. •Do not install James Hardie products,such that they may remain in contact with standing water. •HardieShingle siding may be installed on vertical wall applications only. I •DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie°Products. CLEARANCES Install siding and trim products in Maintain a minimum 1"-2" Maintain a minimum 1"-2" At the juncture of the roof and vertical compliance with local building code clearance between James clearance between James Hardie surfaces,flashing and counterflashing shall be requirements for clearance between Hardie'products and paths, products and decking material. installed per the roofing manufacturer's the bottom edge of the siding and steps and driveways. instructions.Provide a minimum 1"-2" the adjacent finished grade. Figure 3 clearance between the roofing and the bottom edge of the siding and trim. Figure 1 Figure 2 hwater �� Figure 4 resist7ve ,. ■-i trim siding i' \\ n siding I barrier .' i• !I '� ` concrete I I I L I ( 1"-z"min. foundation deck material 1"-2�mi �� 1"-2,.min 1111 111111k- ----I-PIt 6' min.! —1- \� I II I ., /moi- ��{ ` joist flashing �_ . ledger starter / I !� course '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:it 1 work in outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or.where not feasible,use a HardieBladec'saw blade and dust-reducing circular saw attached to a HEPA vacuum;(3)warn others in the immediate area:(4)wear a propedy-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.During clean-up,use HEPA vacuums or wet cleanup methods•never dry sweep.For further information.refer to our installation instructions and Matenal Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE(1-800.942.7343). FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. Sasa., HS11121_P1/5 6/13 i-o—Le = Maintain a 1/4"clearance Maintain a minimum 1"gap Figure 7 KICKOUT FLASHING between the bottom of between gutter end caps and Because of the volume of water that can pour down James Hardie®products siding&trim. 5a �! •.'• i a sloped roof,one of the most critical flashing Step gashing/, and horizontal flashing. .,, � � details occurs where a roof intersects a sidewall. Selbadhenng Do not caulk gap. membrane�' lam. The roof must be flashed with step flashing. Where Figure 6 '0�►y ) the roof terminates,install a kickout to deflect water Figurg Self-aehenng away from the siding. e 5 Ives membrane r f siding , 4.1.. i • --waWt It is best to install a self-adhering membrane on the IIS on�t va+gap �� oar Drip a dge wall before the co cia and trim boards are nailed siding ` in place,and then come back to install the kickout. IiI_ '� ti 1 flashing •� ousewrap ( Figure 7,Kickout Flashing To prevent water from fascia dumping behind the siding and the end of the roof intersection,install a"kickout"as required by IRC code R905.2.8.3:"...flashing shall be gutter and end cap a min.of 4"high and 4"wide."James Hardie recommends the kickout be angled between 100°-110°to maximize water deflection TRIM CONSIDERATION: BLOCKED PENETRATIONS Minimum 1"trim thickness is needed as Panels stack at a depth of roughly 15/16"for the 7" Penetrations such as hose bibs and holes 1 W'or reveal.If additional trim depth is desired,you can place a spacer under the trim(Fig.8C&8D). larger such as dryer vents should have a block of trim around point of penetration. (Figure 8A _ Figure 8B Figure 8C Figure 8D w 11111 11 111111— (----<)X GABLE INSTALLATION: I Installation over sheathing is recommended(Required for Individuals)for gables.* 1)Find the center stud of your of your Gable and snap a caulk line down I 2)Measure out 16"*to both the left and the right of the center line and snap a caulk line 3)Measure up 2"if you are off a roof line or 1/"if you are starting above a band board 4)Set the bottom of your 1 /"starter strip at that line 5)Place your 81/a"Starter Course-bottom level with the bottom of the starter strip 6)Set your first row of Shingle-starting the first piece at the vertical line left of center (If you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7)Drive nails approximately%"above Key ways 5 per full panel Center Nail can be either one of the keyways. (Stay by keyway to avoid shiners)(EX1)Blue Dots show nail placement 8)Measure up 7"with straight and 6"with Staggered edge and snap a caulk line to get your proper exposure 9)The second row will start at the center line 10)The Third row will start at the line right of center 11)As you work your way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable(EX2) 12)Edges Gable butting into trim leave a 1/8"Gap(for house movement and Caulking) 13)Make sure to sure siding nails on the small pieces on the edges(Do not use a trim nail to install!) Find center of gable; Figure 10 Figure 9 /r- Snap a chalk line g -- 1W starer stop- Figure 11 8% starter course in ;. Make sure to meet Snap Gwtk line line with starter strip Snap chalk line;to from clearances at roof line 15�h"from bottom -" i....><. center to the lett anti right and/or horizontal trim 04 starter course t5.25—: il / ' . . Figure 12 Figure 13 Figure ure 14 - Use left over and nevi First shingle goes on 1—Second,ow begins at pieces,where necessary Snap cftaae line 7 lar left chalk line / center chalk line ,i,, to 1:11 in opposite side . abeVe IUs(row la Snap chalk line 7'above second row la / second row of shinglesV. thud row of shingles \ ihnd row begins at , \ right chalk line 7.00 ; -�i I I I Panels can also be installed direct to stud up to 24"0C. I Note:Snapped chalk lines help guide installation,when installing straight edge panels or Individual shingles use a straight edge on bottom edges if uniform straight edge is desired. HS11121 P2/5 8/13 y ro Maintain a 1/4"clearance Maintain a minimum 1"gap Figure 7 KICKOUT FLASHING between the bottom of between gutter end caps and ;, Because of the volume of water that can pour down James Hardie'products siding&trim. a sloped roof,one of the most critical flashing Step flashing/, details occurs where a roof intersects a sidewall. and horizontal flashing. Do not caulk gap. rig�yn9/,� �. The roof must be flashed with step flashing. Where Figure 6 the roof terminates,install a kickout to deflect water N.g / sell-adhenng� away from the siding. Figure 5 . f eaves membrane siding /. wawt Do not 1/4'gap 1 ♦ flashing It is best to install a self-adhering membrane on the Dano j 17. Dnp edge wall before the subfascia and trim boards are nailed siding IP _ ` In place,and then come back to install the kickout. I ousewrap -n flashing i r'.`, I Figure 7,Kickout Flashing To prevent water from — I 1 fascia dumping behind the siding and the end of the roof intersection,install a"kickout"as required by IRC code R905.2.8.3:"...flashing shall be gutter and end cap a min.of 4"high and 4"wide."James Hardie recommends the kickout be angled between 100°-110°to maximize water deflection TRIM CONSIDERATION: BLOCKED PENETRATIONS Minimum 1"trim thickness is needed as Panels stack at a depth of roughly 15/16"for the 7" Penetrations such as hose bibs and holes 1 V2"or reveal.If additional trim depth is desired,you can place a spacer under the trim(Fig.8C&8D). larger such as dryer vents should have a block of trim around point of penetration. Figure 8A Figure 88 Figure 8C Figure 80 1.....„1 . 4ml III) r_ ' � IIII0 GABLE INSTALLATION: Installation over sheathing is recommended(Required for Individuals)for gables.' 1)Find the center stud of your of your Gable and snap a caulk line down 2)Measure out 160*to both the left and the right of the center line and snap a caulk line 3)Measure up 2"if you are off a roof line or'/"if you are starting above a band board 4)Set the bottom of your 1 '/a"starter strip at that line 5)Place your 8'/"Starter Course-bottom level with the bottom of the starter strip 6)Set your first row of Shingle-starting the first piece at the vertical line left of center (If you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7)Drive nails approximately'/"above Key ways 5 per full panel Center Nail can be either one of the keyways. (Stay by keyway to avoid shiners)(EX1)Blue Dots show nail placement 8)Measure up 7"with straight and 6"with Staggered edge and snap a caulk line to get your proper exposure 9)The second row will start at the center line 10)The Third row will start at the line right of center 11)As you work your way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable(EX2) 12)Edges Gable butting into trim leave a 1/8"Gap(for house movement and Caulking) 13)Make sure to sure siding nails on the small pieces on the edges(Do not use a trim nail to install!) Fi ure 9 Find center a gable; Figure 10 Figure 11 g /— Snap a chalk line I!G'starer strip- .81'.'starter course.n Make slue to meet Snap chalk line line With starter strip Snap chalk line;16"from clearances at roof line 15'.d"from bottom ,," center to the left arrtl right ///J/ and/or horizontal him of starter course /,- 15.25—, /2' . Figure 12 Figure 13 Figure 14 Use left over and new First shingle goes on Second row begins at nieces,where necessary. Snap chalk tine 7' far Icft chalk line center chalk Ime to fill in opposite side Snap chalk line 7" seccod a row fa above second rav fa center: row begins at ; third row of shingles right,tdra8c line ' 7.00—tr.- /�., /,' /f .f- ...-.—f i J ii _ / I - I Panels can also be installed direct to stud up to 24"0C. I Note:Snapped chalk lines help guide installation,when installing straight edge panels or Individual shingles use a straight edge on bottom edges if uniform straight edge is desired. HS11121_P2/5 8/13 Ai11.62_ HARDIESHINGLE®STAGGERED EDGE PANELS INSTALLATION 1/8"min. 16"or 24" Trim gap foro.c. y water-resistive Fastener Requirements Figure 15 caulk 1 barrier 0.083"x 0.187"HD x 1 1/2"long ringshank nails are used for fastening S reps 1-4 sheathing HardieShingle'Staggered Edge Panels to both framing and to 7/16"thick APA rated sheathing. HardieShingle'Staggered Edge Panel Installation TH OUG HI i_____1._ 4 DONOTN All MR OU Install HardieShingle'`'panels with joints butted in moderate contact.Due to THIS AREA I k 4, . , 15 7/8" ---- . overlapping of the caulk is not required except wherepanels abut trim -- pp 9 joints, q p panels t boards.(figs 15&17).Ensure keyways do not line up on subsequent courses. ; 4-3/8" 1)Install a 1-1/4"starter strip,then install a 8-1/4"wide HardiePlank lap siding L - '�— w• �� l '"'"` starter course. G ` 2)Place first panel so that panel end centers over stud.Trim panel as needed.Butt -.- " the cut end into trim as shown(figs 15&17). When installing over a band board or --.__ any horizontal surface,leave 1/4"gap between bottom of siding and flashing. second 81/4„ course trim first panel1'/." 3)Secure panel,leaving 1/8"gap for caulk at trim and continue the course to hit center of HardiePlank' starter along the Wall, position nails on nail line and secure into framing. furthest stud lap siding strip Only when application is to minimum 7/16"thick APA 4)Start the second course,by removing the equivalent of one full stud rated sheathing,position nails on nail line spaced a maximum of 13 3/4"o.c.Allow 3/8"from panel edges. cavity(16"or 24"OC),again abutting the cut end into the trim(figs 15&17). Steps 5& 6 This is to prevent pattern repetition.Repeat step 3. 1/8"min.gap for caulk 5)Start the third course,by removing the equivalent of two full stud cavities(figs 15&17)and repeat step 3. -- - 6)Continue up the wall repeating steps 2 through 6 until desired height is reached. third 1'4 course Note:For aesthetic purposes you may trim ';'�� . second 6" the bottom of the panel to create a straight - . Ij course + — .---- --T..,._._Y h . , edge.If doing so,ensure all cuts ends are li first s / course properly sealed and painted(fig 14) --- ,:7_-- _-k_� L_ ,____,_,,,,F_-r —1,--7/ Figure 16 1 1/4"gap.D o not caulk.� 7 —� . \ l band board <, = • HARDIESHINGLE®STAGGERED EDGE PANEL COVERAGE Panels for sidewall applications are available in 48"lengths.Pieces needed for one square(100sq.ft.)of product coverage=approximately 50,based on a maximum 6"exposure from the top edge of HardieShingle panels in subsequent courses(refer to Figure 15). 7" EXPOSURE HARDIESHINGLE®STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE S reps 1-4 Figure 16 S teps 58 6 Trim 1/8"min. 16"or 24"y water-resistive 1/8"min. gap for , o.c. barrier caulk gapfor - caulk .'i i sheathing T � ' I �. third course - — — _._..---- — -- - 0 OH 0Tk NlthR GJ G h 7" 't' TMS AR E A second 7" , 15-1/4" ""Y •___ + course • + 15-1/4" pagels 3/8° Panels .I .first i course 11111111111 i ..,_ 1 A * i ________ ___._ _____ _ ------i- -/ - / is. , second trim first panel 8V." 1'4" course to hit center of HardiePlank' starter furthest stud lap siding strip position nails on nail line and secure into framing.Only when application is to minimum 7/16"thick APA rated sheathing,position nails on nail line spaced a maximum of 13 3/4"o.c.Allow 3/8"from panel edges. HARDIESHINGLE®STRAIGHT EDGE PANEL COVERAGE Panels for sidewall applications are available in 48"lengths.Pieces needed for one square(100sq.ft.)of product coverage=approximately 43,based on maximum 7"exposure. HS11121_P3/5 6/13 y >v HARDIESHINGLE®STAGGERED EDGE PANELS INSTALLATION 1/8"min. 16"or 24" Trim gap for o.c. . water-resistive Fastener Requirements Figure 15 caulk14._ barrier 0.083"x 0.187"HD x 1 1/2"long ringshank nails are used for fastening S teps 1.4 -_tsheathing HardieShinglec'Staggered Edge Panels to both framing and to 7/16"thick APA 1 / 4 rated sheathing. HardieShingle°Staggered Edge Panel Installation I' i OONOTNAILTHROUGH 6" Install HardieShingle•°'panels with joints butted in moderate contact.Due to 15 7/8„ THl s AR E A L * overlapping of the joints,caulk is not required except where panels abut trim • i panels A --3/8„ boards.(figs 15&17).Ensure keyways do not line up on subsequent courses. 1)Install a 1-1/4"starter strip,then install a 8-1/4"wide HardiePlank`lap siding - iii (- starter course. 2)Place first panel so that panel end centers over stud.Trim panel as needed.Butt - ° the cut end into trim as shown(figs 15&17). When installing over a band board or - -_. _ - _` any horizontal surface,leave 1/4"gap between bottom of siding and flashing. second course trim first panel 8 1/4" 1'/," 3)Secure panel,leaving 1/8"gap for caulk at trim and continue the course to hit center of HardiePlank' starter along the wall. position nails on nail line and secure into framing. furthest stud lap siding strip Only when application is to minimum 7/16"thick APA 4)Start the second course,by removing the equivalent of one full stud rated sheathing,position nails on nail line spaced a cavity(16"or 24"OC),again abutting the cut end into the trim(figs 15&17). maximum of 13 3/4"o.c.Allow 3/8"from panel edges. This is to prevent pattern repetition.Repeat step 3. steps 5 a 6 5)Start the third course,by removing the equivalent of two full stud 1/8"min gap for caulk cavities(figs 15&17)and repeat step 3. , . 6)Continue up the wall repeating steps 2 through 6 until desired height is reached. third s~ course Note:For aesthetic purposes you may trim second s~ the bottom of the panel to create a straight — course i edge.If doing so,ensure all cuts ends are ; i 'r --_Y I first i---1.--,.-----,,, properly sealed and painted(fig 14) course Figure 16 • F�— 9 { — t ,'i� 1/4"gap.D o not caulk. , band board — -- HARDIESHINGLE'STAGGERED EDGE PANEL COVERAGE Panels for sidewall applications are available in 48"lengths.Pieces needed for one square(100sq.ft.)of product coverage=approximately 50,based on a maximum 6"exposure from the top edge of HardieShingle panels in subsequent courses(refer to Figure 15). 7" EXPOSURE HARDIESHINGLE` STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE S teps 1-4 Figure 16 S tees 58 6 Trim 1/8"min. h 16"or 24" water-resistive gap for o.c. 'I barrier 1/8"min. caulk , , I sheathm9 gap for ,. caulk T I ----.— , - , , t � I third 7„ - _ course y 0 ON OTK NLTHR pJ G H ) 't` -•�^'- ---- -- , + - 'YRS AREA + I second l 7" course ' i 15-1l4" pagels . it •4--3/8" panels first ill - course • Ri - I ;.r t o l second trim first panel 8Y" 1'h" course to hit center of HardiePlank starter furthest stud lap siding strip position nails on nail line and secure into framing.Only when application is to minimum 7/16"thick APA rated sheathing,position nails on nail line spaced a maximum of 13 3/4"o.c.Allow 3/8"from panel edges. HARDIESHINGLE STRAIGHT EDGE PANEL COVERAGE Panels for sidewall applications are available in 48"lengths.Pieces needed for one square(100sq.ft.)of product coverage=approximately 43,based on maximum 7"exposure. HS11121_P3/5 6/13 y >o. HARDIESHINGLE'INDIVIDUAL SHINGLE INSTALLATION HardieShingle' Individual Shingles must be installed with the widest part of the shingle placed downwards and directly to minimum 7/16"thick Figure 18 Sheathing. Trim 1/8"min. 16"or 24" water-resistive gap for I o.c barrier Fastener Requirements 1 caulk ,1 0.091"x 0.221"HD x 1 1/2"or 0.121"x 0.371"HD x 1 1/4"long - / • corrosion resistant siding nails are used for fixing HardieShingle siding to / sheathing 7/16"thick APA rated sheathing. HardieShingle Individual Shingle Installation , Due to overlapping of the joints,caulk is not required except where panels 4 L— — — -- about trim boards.Space shingles a maximum 1/4"apart and leave a I 4 7" minimum lap of 1 1/2"between successive courses(fig.19). 15-1/4" v — },s, , shingle o-- �a•-•o o---.�e•w-o - w 1)Install 1 1/4"starter strip and a 81/4"wide HardiePlank�' A siding starter course. P 2)Install first shingle from the end abutting trim.Install widest part of shingle placed downwards.(fig.18). _ _` } 3)Secure shingle,leaving a 1/8"gap for caulk at trim and continue the ,. course along the wall. - — .•1 4)Start the second course,leaving a minimum lap of 1 1/2"between portion nails on nail line a 8i" 1%. successive courses,again from the end abutting the trim.Repeat step 3. minimum 3/8"from edge HardiePlank starter 5)Continue up the wall repeating steps 2 through 5 until desired height lap siding strip is reached. HARDIESHINGLEw INDIVIDUAL SHINGLE COVERAGE Figure 19 Individual Shingles for sidewall applications are available in assorted widths J as listed below.Bundles needed for one square(100 sq.ft.)of product coverage: i 011----ey-0-- space Shingle Number Pieces —0. 4 shingles max 1/4" Width of Bundles per Bundle 15-1/4" o--"' / apart „ shingle 4-3/16max. Leave a min.lap 5-1/2" 6 15 exposure s 4— of 1-1/2"between IC joints in succesive 6-3/4" 3 15 course 7-1/4" 6 15 install with the widest part of 10" 3 15 the shingle placed downwards HARDIESHINGLE'HALF-ROUND PANELS INSTALLATION Fastener Requirements 0.083"x 0.187"HD x 1 1/2"long ringshank nails are used for fastening HardieShingle Half-Round Panels to both framing and to 7/16" thick APA rated sheathing. Figure 20 HardieShingle Half-Round Panel Installation trim boardwater-resistive Install HardieShingle panels with joints butted in moderate contact.Due to 16"or za~� barrier' ill / o.c. overlapping of the joints,caulk is not required except where panels abutt 1/8 gap i7` 11 trim boards.(fig.20).Ensure keyways do not line up on subsequent courses. for -- caulk f~ . ; sheathing 1) Install a 1-1/4"starter strip,then install a 8-1/4"wide HardiePlanky lap #- ---- siding starter course. DO NOT NAIL THROUGH 7" THIS AREA 2) Place first panel so that panel end centers over stud.Trim panel as 15 1/4" — + i - - needed.Butt the cut end into trim as shown(figs 20).When installing shingles o —11„ over a band board or any horizontal surface,leave 1/4"gap between I 3/8" !� bottom of siding and flashing. + J 3)Secure panel,leaving 1/8"gap for caulk at trim and continue the course l along the wall. f _I J` �I F - 4) Start the second course,by removing the equivalent of one full stud cavity ., \ / (16"or 24"OC),again abutting the cut end into the trim(fig 20).This is to prevent pattern repetition.Repeat step 3. orreci U 5)Start the third course,by removing the equivalent of two full stud cavities alignment position nails into framing trim first panel 1 1/4" through previous courses. to hit furthest stud starter strip (figs 15&17)and repeat step 3. Only when application is to 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. rateimd shh thn",position nails 8-1/4"HardiePlank' spaced a maximum 13 3/4"o.c. lap siding HARDIESHINGLE HALF-ROUND PANEL COVERAGE. Allow 3/8"from panel edges Panels for sidewall applications are available in 48"lengths. Pieces needed for one square(100 sq.ft.)of product coverage=43 pieces with 7"exposure. HS11121_P4/5 6/13 HARDIESHINGLEv INDIVIDUAL SHINGLE INSTALLATION HardieShingle''Individual Shingles must be installed with the widest part of the shingle placed downwards and directly to minimum 7/16"thick Figure 18 sheathing. Trim 1/8"min. 16"or 24".41 water-resistive Fastener Requirements gap for o.cbarrier caulk 0.091"x 0.221"HD x 1 1/2"or 0.121"x 0.371"HD x 1 1/4"long corrosion resistant siding nails are used for fixing HardieShingle siding to \, sheathing 7/16"thick APA rated sheathing. / HardieShingle®Individual Shingle Installation Due to overlapping of the joints,caulk is not required except where panels - about trim boards.Space shingles a maximum 1/4"apart and leave a r y 7" '.1 minimum lap of 1 1/2"between successive courses(fig.19). 15-1/4" 1)Install 1 1/4"starter strip and a 8 1/4"wide HardiePlank`' shingle siding starter course. 111111 . 2)Install first shingle from the end abutting trim.Install widest part of 111111111116111111111 I I I,� shingle placed downwards.(fig.18). 3)Secure shingle,leaving a 1/8"gap for caulk at trim and continue the 4) COalong the wall. tartart the the second course,leaving a minimum lap of 1 1/2"between postion nails on nail line a 8W 1% successive courses,again from the end abutting the trim.Repeat step 3. minimum 3/8"from edge HardiePlank` starter 5)Continue up the wall repeating steps 2 through 5 until desired height lap siding strip is reached. HARDIESHINGLEw INDIVIDUAL SHINGLE COVERAGE Figure 19 Individual Shingles for sidewall applications are available in assorted widths J - - as listed below.Bundles needed for one square(100 sq.ft.)of product coverage: I 1 space Shingle Number Pieces , shingles max 1/4" Width of Bundles per Bundle 15-1/4" o-_- / apart 4-3/16" 3 15 shingle 7"max. Leave a min.lap 5-1/2" 6 15 exposure —yre- of 1-1/2"between 6-3/4" 3 15 \ jots m succesive courrse 7-1/4" 6 15 A Install with the widest part of ' 10" 3 15 L the shingle placed downwards HARDIESHINGLE 'HALF-ROUND PANELS INSTALLATION Fastener Requirements 0.083"x 0.187"HD x 1 1/2"long ringshank nails are used for fastening HardieShingle Half-Round Panels to both framing and to 7/16" thick APA rated sheathing. Figure 20 HardieShingle Half-Round Panel Installation trim board water-resistive Install HardieShingle panels with joints butted in moderate contact.Due to 1 s^or za^�) barrier' o.c. IF overlapping of the joints,caulk is not required except where panels abutt 1/8 gap ;,- —._ - Li trim boards.(fig.20).Ensure keyways do not line up on subsequent courses. for 1�------ t. caulk sheathing 1) Install a 1-1/4"starter strip,then install a 8-1/4"wide HardiePlanks lap --i. siding starter course. DO NOT NAIL THROUGH . • THIS AREA 2) Place first panel so that panel end centers over stud.Trim panel as 151/4° - + 4 -�- needed.Butt the cut end into trim as shown(figs 20).When installing shingles —�1„ over a band board or any horizontal surface,leave 1/4"gap between -.II.-3!8„ l -. bottom of siding and flashing. / : /3) Secure panel,leaving 1/8"gap for caulk at trim and continue the coursealong the wall.4)Start the second course,by removing the equivalent of one full stud cavity(16"or 24"OC),again abutting the cut end into the trim(fig 20).This is toprevent pattern repetition.Repeat step 3. orrect 5)Start the third course,by removing the equivalent of two full stud cavities alignment position nails into framing trim first panel1 1/4" through previous courses. to hit furthest studarter strip (figs 15&17)and repeat step 3. Only when application is to 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. rated sheat th n",position nails 8-1/4"HardiePlank" spaced a maximum 13 3/4"c.c. lap siding HARDIESHINGLE HALF-ROUND PANEL COVERAGE Allow 3/8"from panel edges Panels for sidewall applications are available in 48"lengths. Pieces needed for one square(100 sq.ft.)of product coverage=43 pieces with 7"exposure. HS11121_P4/5 6/13 /�► >v CORNER DETAILS Figure 21 A.Panels butted against corner boards. liii liii B.Panels butted against square wood .iO $; ,�'�� 'Ii , r minimum(1")thick trim�.. 00. WINDOWS AND DOORS A B C D Building wall components such as windows,doors and other exterior wall penetrations shall be installed in accordance with the component manufacturer's written installation instructions and local building codes. Where windows or doors are installed,continue the application of siding as if the wall is complete.Triming for the opening and using the resulting piece may throw off the spacing above the break. GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Fasteners must be corrosion resistant,galvanized,or stainless steel. Pneumatic fastening is highly recommended. Set air pressure so that the Electro-galvanized are acceptable but may exhibit premature corrosion. fastener is driven snug with the surface of the siding.A flush mount James Hardie recommends the use of quality,hot-dipped galvanized nails. attachment on the pneumatic tool is recommended. This will help control the James Hardie is not responsible for the corrosion resistance of fasteners. depth the nail is driven.If setting the nail depth proves difficult,choose a Stainless steel fasteners are recommended when installing James Hardie' setting that under drives the nail. (Drive under driven nails snug with a products near the ocean,large bodies of water,or in very humid climates. smooth faced hammer-Does not apply for installation to steel framing). •Consult applicable code compliance report for correct fasteners type and CUT EDGE TREATMENT placement to achieve specified design wind loads. Caulk,paint or prime all field cut edges.James Hardie touch-up kits are •NOTE:Published wind loads may not be applicable to all areas where required to touch-up ColorPlus products. Local Building Codes have specific jurisdiction.Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. CAULKING •Drive fasteners perpendicular to siding and framing. For best results use an Elastomeric Joint Sealant complying with ASTM C920 •Fastener heads should fit snug against siding(no air space).(fig.A) Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM •Do not over-drive nail heads or drive nails at an angle. C834.Caulking/Sealant must be applied in accordance with the •If nail is countersunk,fill nail hole and add a nail.(fig.B) caulking/sealant manufacturer's written instructions.Note:OSI Quad as well •For wood framing,under driven nails should be hit flush to the plank with a as some other caulking manufactuers DO NOT allow tooling. hammer(For steel framing.remove and replace nail). •Do not use aluminum fasteners,staples,or clipped head nails. PRIMING & PAINTING DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. 8 r alb. ! James Hardie' products must be painted within 180 days for primed product and 90 'r countersunk, ,V�, days for unprimed.In addition non ColorPlus-product versions of HardieShingle`Siding fill&add nail r require a field applied prime coat.100%acrylic primers and topcoats are snug flush DO NOT DO NOT recommended.Do not paint when wet.For application rates refer to paint Figure A Figure B under drive nails staple manufacturers specifications.Back rolling is recommended when paint is spray applied. COLORPLUS`.9 TECHNOLOGY CAULKING.TOUCH-UP&LAMINATE I •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 HardieShingle 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.Color 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 RECOGNITION:In accordance with ICC-ES Evaluation Report ESR-2290,HardieShingle lap siding is recognized as a suitable alternate to that specified in:the 2006.200942012 International Residential Code for One-and Two-Family Dwellings,and the 2006,2009,&2012 International Building Code,.HardieShingle lap siding is also recognized for application in the following:City of Los Angeles Research Report No. 24862,State of Florida listing FL4889,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 ©2013 James Hardie Building Products,Inc. All rights reserved. Please visit www.jameshardie.com for Additional TM.SM,and®denote trademarks or registered trademarks of Product Information and Availability, ® Jam esHa rd ie James Hardie Technology Limited. s a registered Installation Information,Warnings,and Warranties trademark of James Hardie Technology Limited. g HS11121 P5/5 6/13 .-)4 -.C2 -- )** ‘ ----) V PROJECT RIO-2685-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE®BRAND FIBER—CEMENT SHINGLE SIDING 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 2 TABLE 1. RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE 2A AND TABLE 2B,ALLOWABLE DESIGN LOADS BY WEATHER EXPOSURE 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 3. COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 6,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 7. ALLOWABLE WIND SPEED(MPH)FOR HARDIESHINGLE SIDING 6-8 LIMITATIONS OF USE 8 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. ,f,,,,,,,,,... 16835 ALGONQUIN STREET#443 si "()GAWA ' ' -- HUNTINGTON BEACH. CA 92649 ' 9\. 71 714-292-2602 / :r a 714-847-4595 FAX 7: 2.11i •••• * s'a7 ri_0 ..• ', if 1 ii c. SiONN + % l 1 PROJECT RIO-2685-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE®BRAND FIBER-CEMENT SHINGLE SIDING 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 2 TABLE 1. RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE 2A AND TABLE 2B,ALLOWABLE DESIGN LOADS BY WEATHER EXPOSURE 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 3. COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 4. ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 7. ALLOWABLE WIND SPEED(MPH) FOR HARDIESHINGLE SIDING 6-8 LIMITATIONS OF USE 8 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 ,lg��°Gpjj�A��'-., HUNTINGTON BEACH. CA 92649 �� 2.. 714-292-2602 r�;' , 714-847-4595 FAX • •�� 2 4 21 cc ok u, ; ' 14 c(n,Si0NN Eti RONALD I.OGAWA ASSOCIATES.INC. 16835 ALGONQUIN STREET 8443 HUNTINGTON BEACH.CA 92649 714-292-2602 714-847-4595 FAX PROJECT.RIO-2685-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info) jameshardie.coin EVALUATION SUBJECT ilf'''\ OGAWq -'-: HardioShingle4 Siding i11 �' "' .... James Hardie Product Trade Names covered in this evaluation: Hivid .- ,e, ; ardiaShinpleee Nothched Panels.HardieShingle®Indual Cladding Shingles .th +.ri7 2 * : EVALUATION SCOPE: • e ASCE 7-10 v 'eT t S-A1 C O :• •\ 2017 Florida Building Code,fish „ ,C) ; `� 2015 International building Code.- /r.) fit i)%\' .'41 \0 \ >, A = O,r 0 1' - FSSIONNI 1 f �1 EVALUATION PURPOSE: •-.,, .„/////,/s I his dialysis is to delenvne the maxenum design 3-second gust wind speed to be resisted by art assembly of HaMatihngle siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1.Intertek Report 3067913(ASTM C1186)Material properties ItaidieShingle Siding 2.Ramtech Laboratories.Inc.Report 11436-99/1602(ASTM[330)Transverse toad test 1/4"Thick by 48 arch wide HardieShingle Notched Panels installed on 7/16 inch thick OSH rated sheathing nailed with a 1-1/2 mih long by 0.083 inch shank diameter by 0.187 inch head diameter ling shank rail 3.Ramtech l aboratories.Inc.Report 11436-99/1603(AST M 6330)Transverse Load 1 est 1/4"I hick by 48 rich wide HardieShingle Notched Panels installed on 2X4 Wood Studs SG=0.40 spaced al 16 inches on center with a 1-1/2 inch long by 0.083 inch shank diameter by 0.187 inch head diameter ting shank nail 4.Ramtech I aboratones,Inc.Report 11436-99/1604(ASTM 633011 ransverse Load 1 est 1/4"Thick by 48 inch wide HardieShingle Notched Panels installed on 2X4 Wood Studs SG a 0.40 spaced at 24 inches on center with a 1-1/2 inch long by 0.083 inch shank diameter by 0.187 inch head diameter nip shank nod 5.Intertek.Report 3108641C:00-UO2(AST M 1.330)transverse Load Test.1/4'Thick by 48 inch wide HardieShingle Notched Panels installed 2X4 18ga.Metal Studs spaced at 16 etches or center with a El lit 2"long X 0.100"knurled shank X 0.313"head diameter 6.Ramtech Laboratories.Inc.Report 10794-97-1458(ASTM C330)Transverse Load l est,114"Thick by 12 inch wide HardieShingle Cladding Shingles installed on 15/32 inch APA rated sheathing nailed with a Number 11 gauge 1-1/4 inch bug roofing nail 7.Ramtech Laboratories,Inc.Report 10794-97-1464(ASTM F330)Transverse Load Test.1/4"thick by 12 inch wide HardieShingle Gfadding Shingles installed on 7/16 inch OSR rated sheathing nailed with a 0.091 inch shank diameter by 2.5 inch long by 0.221 inch head diameter 8.Intertek Report No 100717048CO0-003(ASTM F330).Transverse I oad I est.t/4"I tack by 48"wide HardieShingle panel installed nn 7/1b inch OSH rated sheathing nailed with a 0.090 ince shank diameter by 1.5 inch long by 0.215 inch head diameter TEST RESULTS: Table 1,Results of Transverse Load Testing I fv I r Tr t Frame Weather o Report I est f I hickne Spacing Exposure Fastener Spacing ?u •3 el Product Number Agency ss(n.) Franke type lin.) (n,) (in.) Faslenet Type ga 0 . a HardieShingle Notched Panel- 11436- I Minim nh 7/I6 in.thick OSH 1.5 n.long X 0.083 in.shank X 999/1002 Ramtech 0.25 sheathing68 -22.7 Straight Installation 7 13.75 0.187 in.HD.ring shank nail HardieShingle Notched Panel- 11436- I Minimum 7/16 in thick(1511 1.5 n.len X 0.083 in.shank X Ramtech 0.25g -61 -20.3 Staggered Installation 99/1602 sheathing • / 13.75 0.187 in.HD.ring shank nail HardieShingle Notched Panel 11436- Ramtech 0.25 2X4 woad SGe0.40 1 1.5 in.long X 0.083 in.shank X 99/1 603 6 7 blind nailed at stud 0.187 in.HD,ring shank had -192 -64.0 HardieShingle Notched Panel 11436 Ramtech 025 2X4 woad SG>_0.401.5 in.long X 0.083 In.shank X ,91114136604- 9/1604 24 7 blind nailed at stud 0.187 in.HO,ring shank nal -97 -32.3 HardieShingle Notched Panel 3l zCO Intertek 0.25 2X4 18ga.Metal 16 7 `bind nailed at skid FTRF 0.100 in.knurled shank X 168 -56.0 0-00 2 in.long X 0.313 in.HD pin HardieShingle Individual 1079497- 15/32 in thick2 roofing nails Retrench 0.25 p DO1t complying No.1 tga.1-1/4 in.long roofing Cladding Shingle 1458 with WC-PSI - 8 9 inches from butt nail -100 -33.3 edge HardieShingle Individual 10794-97- 2 siding nails 0.091 m,shankX 0.221 in.HD X Cladding Shingle 1464 Remtech 0.25 7/16 in.thick OSB sheathing - edge 2.5 in long siding nail 100717048 6-o.c.to OSB 0.090'shank x 0.215"HD a 1.5" HardieShingle Notched Panel COU-003 Intertek 0.25 7/16 In.thick OSB sheathing 7 -213 -71.0 sheathing only long ring shank siding nail HardieShingle Notched Panel 100717048 Intertek 0.25 7/16 in.thick USN sheathing 7 8'a.c.to 058 O.09D"shank x 0.215"HU a 1.5" GOU-003 sheathing only long ring shank siding nal 180 -60.0 1.Allowable Design Load is the Ultniate Loa divided by a Factor of safety of 3. 2.HardieShingle Siding complies with ASTM C1186,Standard Spenfrceeon for Grade!t. !ype A Non-asbestos Fiber-Cernent Hal Sheds 2 RONALD I.OGAWA ASSOCIATES.INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH.CA 92649 714-292-2602 714-847-4595 FAX PROJECT.RIO-2685-17 JAMES HARDIE BUILDING PRODUCTS,INC 1-888-542-7343 rnfo@(ameshardie.com T1f.0,//////Iii,,,IY EVALUATION SUBJECT t111�\ QGAWq HardteShinglo®Siding ) ••. 411 r' , James Hardie Product Trade Names covered in this evaluation: j hiardieShingle(e Nothched Panels.HardieShinglerr Individual Cladding Shingles / 4 t'fili1 ,, - EVALUATION SCOPE: ASCE 7-10 h>ti c�'(PSE�F • ;'/ 2017 Florida Building Code,6th ..0J A `sd 2015 International Building Code` J FLOR\OC'•. \ 1 11 c. EVALUATION PURPOSE: -%. SSIONP- '.iii////../. This analysis is to delemune Ilse maximum design:-second gust wind speed to be resisted by an assembly of HardieStungle siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1.Intertek Report 3067913(ASTM C1186)Material properties HardieShingle Siding 2.Rerntech Laboratories.Inc,Report 11436-99/1602(ASTM 13301 Transverse toad 1 est 1/4"Thick by 48 inch wide HardieShingle Notched Panels installed on 7/16 inch thick OSP rated sheathing nailed with a 1-1/2 inch long by 0.083 inch shank diameter by 0.187 arch head diameter ling shank nail 3.Ramterh Laboratories.Inc.Report 11436-99/1603(ASTM F3301 Transverse Load lest.1/4"I luck by 48 arch wide HardieShingle Notched Panels instated on 2X4 Wood Studs SG=0.40 spaced at 16 inches on center with a 1-1/2 inch long by 0.083 inch shank diameter by 0.187 inch head diameter ring shank mail 4.Hamtech Laboratories,Inc.Report 11436-99/1604(ASTM E330)1 ransverse load lest,1/4"Thick by 48 inch wide Hnrt heShrngle Notched Panels Instated on 2X4 Wood Studs SG_0.40 spaced at 24 inches on center with a t-1/2 inch long by 01.083 inch shank diameter by 0.187 inch head diameter ring shank nail 5.Intertek.Report 3108641COO-002(AS TM E330)I ransverse Load Test.1N"Thick by 48 inch wide HardieShingle Notched Panels installed 2X4 18ga.Metal Studs spaced at 16 intoes or center with a El&I 2"long X 0.100"knurled shank X 0.313"head diameter 6.Rarntech Laboratonos.Inc.Report 10794-97-1458(ASTM E330)Transverse Load Test,1/4"Thick by 12 inch wide HardieShingle Cladding Shingles installed on 15/32 inch APA rated sheathing nailed vdth a Number 11 gauge 1-1/4 inch long roofing nail 7.Ramtedh Laboratories.Inc.Report 10794-97-1464(ASTM F330)Transverse Load Test.1/4"thick by 12 inch wide HardieShingle Cladding Shingles installed on 7/16 inch OSB rated sheathing nailed with a 0.091 inch shank diameter by 2.5 inch long by 0.221 arch head diameter 8.•nteitek Report No.100717048000-003(ASTM 1330).Transverse t and I est.1/4"Thick by 48"wide HardieShingle panel instated on 7/16 inch 0511 rated sheathing nailed with a 0.090 inch shank diameter by 1,5 inch long by 0.215 inch head diameter TEST RESULTS: Table 1,Results of Transverse Load Testing 1 m a { Frame Weather I a .9 Frame Report l est thug itne Spacing Exposure Faslenei Spatting t i ? 4h a, ui o m i Product Number Agency ss(m.) Frame type On./ (in.) (kr.) Fastener Type >a a p a- HardieShingle Notched Panel- 11436- Rnmtech 0.25 Mininainh 7/16 in.thick OSB 7 13 75 1.5 hr.long X 0.083 in.shank X -68 -22.7 Straight Installation 99/1602 sheathing _ 0.187 In.IID,ring shank nal HardieShingle Notched Panel- 11436- t Minimum 7/16 in thick OSB 1.5 in.tong X 0,(183 m.shank X kamterh 0.25 -61 -20.3 Staggered Installation 99/1602 sheathing '1 13,75 0.187 in.HO.dig shank nail HardieShingle Notched Panel 11436- Ramterh 0.25 2X4 wood SGe0.40L5 in.long X 0.083 in.shank X -192 -64.0 99/1603 16 7 blind raced at stud 0.187 in.HU,ring shank nail HardieShingle Notched Panel 11436- Ramtech 0.2.5 2X4 wood SG20.401.5 in.long X 0.083 in.shank X 99/1604 24 7 blind nailed at shut -97 -32.3 0.187 in.HD,ring shank nail HardieShmgle Notched Panel 3108641C0 inter-Mk 0.25 2X4 il)ga.Metal 16 7 blind nailed at stud FT&F 0.100 tn.knurled shank X 168 560 U-0X12 2 tn.long X 0.313 in.HD pin 4 HardieShingle Individual 10794-97- 15/32 in.thick t 2 roofing nail: Hamlett 0.25 plywood complying 9 - 8 9 inches from butt No.1 illi.1-1/4 in.long roofing Cladding Shingle 1458 with DOC PS1 nail -1010 -33.3 edge HardieShingle Individual 10794-97- 2 siding nads 0.091 in.shank X 0.221 in.HD X Cladding Shingle 1464 Ramtech 0.25 7/16 in.thick OSB sheathing it 9 etches from bun y 5 m long swing gad -89.4 -29.8 edge 100717048 6'o.c.to OSB 0.090"shank x 0.215'HD x 1.5" HardieShingle Notched Panel 000-003 Intertek 0.25 7/16 in.thick OSB sheathing . -213 -71.0 sheathing only long ring shank siding nad HardieShingle Notched Panel 100717048 Intertek 0.25 7/16 in.thick USB sheathing 7 8"s.c.to OSP 0.0911"shank x 0.215"HU x 1,5" COU-003 sheathing only long ling shank siding nail -180 -60.0 1.Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2.HardieShingle Siding complies with ASTM C1186,Standard Spectifraanon for Grade Ti, Type A Non-asbestos Fiber-Cement Hal Sheets 2 RONALD I.OGAWA ASSOCIATES.INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH.CA 92649 714-202-2802 714-847-4595 FAX PROJECT RIO-2885-17 JAMES HARDIE BUILDING PRODUCTS INC. 1.888-542-7343 info@)ameshardie.com With regards to i IardieShingle Individual Shingles and based on results of testing 8 inch weather exposure, we prorate the area of 7 inch.6 inch,and 5 inch weather exposure back to tlx:original 8 inch weather exposure to determine the respective uplift resistance at reduced weather exposures.By rising this teoratiwr.the design bads for various HardieShingle Individual Shingle weather exposures will be determined. Table 2a,Calculated Allowable Design Loads for Reduction in Weather Exposure,HardieShingle Individual Shingle nailed to 15132 inch plywood sheathing Weather Ultimate Allowable Design Load' Pressure Exposure Load(PSF) (PSF) (inches) dire 8 -100.0 -33.3 q, 7 -127.0 -42.3 q: 6 -166.7 -55.6 , q, 5 -228.6 -76.2 1.Allowable Design Load is the Uhinateoad LLdivided by a Factor of safely of 3. - Chock for results on Table 2a, HardieShingle Individual Shingles installed on 1582 inch plywood with two fasteners located 9 arches from the free end. The assembly tested in Ramtech Report 10794-97-1458 has a weather exposure or 8 inches. Proration of the areas: 1) Weather Exposure finches) Weather Exposure Area(sq h) 8 0.667 A: / 0.583 A, 6 0.500 A, 5 0.417 2)By assuming the same resistance.we can set the moment for the tested configuration equal to the moment of the reduced exposure. Therefore. A,;,X(4+l1Xq,,,,,-A.X(3.5•I)Xq, Solve rdr d.. q.=IA,,,X(4.1)X q,,,,KA,X(3.5.ill /1„,X(4•1)Xq,,,,=A2X(3•1)Xgr Solve for q.,, q,=Ida X(4+1)X q,,,,)4A,X(3+It) A.,X(4+IIXq,,,,=A,X(2.54 1)X q, Save keg,. q,=1/1,„,X(4•I)X qr•.r VIA,X(2.5•111 q,n, q, q: q, -100 126.98 -166.67 -228.57 Table 2b,Calculated Allowable Design Loads for Reduction in Weather Exposure,HardioShinglo Individual Shingle nailed to 7116 inch OSB sheathing I Weather I ,Eressure Exposure Ultimate Allowable Design Load' j (inches) Load(PSF( (PSF) q...; 8 •89.4 -29.8 q• 7 -113.5 -37.8 it. 6 149.0 -49.7 1, 5 -204.3 -68.1 1.Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. Check for results on Table 2b, HardieShingle Individual Shingles installed on 7/16 inch OSB with two fasteners located 9 arches from the free end. The assembly tested in Ramtech Report 10794-97-1464 has a weather exposure of 8 inches. Proration of the areas: 1) Weather(Exposure(inches) Weather Lxprmure Area(sq fh A.,, 8 0.667 A, 7 0.583 A, 6 0.500 /111 ,,,i�. A, 5 0.417 i11' �,GGAINq `-- 2) By assuming the same resistance.we can set the moment for the tested corrtgurahon equal to the moment nl the reducedeposure. ..••, �� therefore, C• A.,,X(4+nx C sage roc q, =Ae I/IA, +t 5• I +\ , a,, fl, IA..,X 14.1)X gr.14Ar X13.5• DI \\ •• ' 11 A�.,X(4+i)Xq,,,,=A.X(3*t)%qr : q Solve/Or q2. qe IA..X 14 r 11 X r(,,,,MA,X(3•I,i A.ix(4+11Xq,,,,=A,x(2.5+1)x q: -o STAT F - a-` t' Save for q r, (H.)A,.,X(4+1)X q,,„,MA,A(2.5.ill -A • �{7 ,1 q, q, q. t1(� 4 • 0 -89.4 -113.52 -149.00 -204.34 --- i)"/ON At-•• qr,. 1 3 RONALD I.OGAWA ASSOCIATES.INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH.CA 92649 714-292-2602 714-847-4595 FAX PROJECT RIO-2685-17 JAMES HARDIE BUILDING PRODUCTS INC. 1-888-542-7343 info®)ameshardie.com Wdn regards to HardieShingle Individual Shingles and based on results of testing 8 inch weather exposure, we prorate the area of 7 rutin.6 inch.and 5 inch weather exposure back to the original 8 inch weather exposure to determine the respective uplift resistance at reduced weather exposures.By using this proration.the design loads for various HardieShingle.Individual Sharpie weather exposures will be determined. Table 2a,Calculated Allowable Design Loads for Reduction in Weather Exposure,HardieShingle Individual Shingle nailed to 15132 inch plywood sheathing Weather Ultimate Allowable Design Load' Pressure Exposure Load(PSF) (PSF) (inches) 8 -100.0 -33.3 (1• 7 -f27.0 -42,3 6 -166.7 -55.6 qa 5 -228.6 -76.2 1.Allowable Design Load is the Ultimate Load dividedby a Factor of safety of 3. Check for results on Table 2a, HardieShingle Individual Shingles Installed on 15/32 inch plywood with two fasteners located 9 arches from the tree end. the assembly tested in Ramtech Report 10794-97-1458 has a weather exposure of 8 inures. Proration of the areas: 1) Weather Exposure(inches) Weather Exposure Area 1st)n) A,.,. 8 0.667 A 0.583 A, ti 0.500 A, 5 0.417 2)By assuming the same resistance.we can set the moment for the lestee configuration equal to the moment of the reduced exposure. Therefore. A X(4.11 X ,=A,X(3.5.11Xq, Save for q,,q,=1A,e X(4•it Xq, ,y(A,Xph.1H A ,X(4.11Xq. =A,X13.1)Xgr Solve for 0:. q+=1A..IXl4. I)Xq,..,31(A,X(3+f)) A,,,,X(4.t)Xgiw=A,X(2.5+11Xq, Solve for g , (b=(Aur X 14 r 1)X q,,.,UTA,X(2.5•11) 4� q, ii q, •100 126.98 -166.67 -228.57 Table 2b,Calculated Allowable Design Loads for Reduction in Weather Exposure,HardieShingle Individual Shingle nailed to 7/16 inch OSB sheathing Weather Pressure Weather USamate Allowable Design Load' (inches) Load(PSF) (PSF) -89.4 -29.8 q• 7 -113.5 -37.8 (12 6 -149.0 -49.7 • q, 5 -204.3 -68.t 1.Allowable Design Load is the Ultimate Load divided by a I-actor of safety of 3. Check for results on Table 2b, HardieShingle Individual Shingles installed on 7116 inch OSB with Iwo fasteners located 9 Niches from the free end. rhe assembly tested in Ramtech Report 1079497-1464 has a weather exposure of 8 inches. Proration of the areas: 1) Weather Exposure(inches; Weather Exposure Area isq ftl A«• 8 0.667 A, 7 0.583 t///////,j, A, 6 0,500 it �� A, 6 0.417 ;,l 6 •OGA{N4'- 2) By assuming the same resistance,we can set the moment for the tested configuration equal to the moment of the reduced q„posure. . -• Iherefore, NSL`• Ae.,X(4. 1)Xq,.,=A,X(3.5+11Xq, Solve torq,.q,'(A,..1X(4•1)Xq,wMAI X(3.5•I)) �\ 7 b 1)Xq, =A,X(3+1)Xgf • • Solve for q;.qt IA,.,X(4•11X air 14A,X(3.111 A.iX(4.11Xgr..,`A,X(2.5+1)Xq -4STAT Solve torp,, rt.=IA..,X(4+1)X q.„14A,X(2,5+1 I ' -89.4 -113.52 -149.00 -204.34 .:1NONAL 1 t I ''....iii//I// 3 RONALD I.OGAWA ASSOCIATES.INC. 16835 ALGONQUIN STREET 8443 HUNTINGTON BEACH.CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2685-17 JAMES HARDIE BUILDING PRODUCTS.INC. 1-888.542-7343 infotaameshardie.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.ani therefore should be used with combination loading equations for Allowable Stress Design IASDL By using the combination loading equations for Allowable Stress Design(ASD),the tested allowable design loads for liber-cement siding are aligned with the wind speed requirements in ASCE 7-10 Figure 26.5-1A.Figure 26.5.1B.and Figure 20.5-IC. For this analysis.to calculate the pressures in Fables 4,5,and 6,the load combination will he in accordance with ASCE 7.10 Section 2.4 combining nominal loads rising allowable stress design,load combination 7. Load combination 7 uses a load factor 010.6 applied to the wind velocity pressure Equation 1, q,=0.00256'K,'K„'K.'V' (ref ASCE 7-10 equation 30.3-11 q,.velocity pressure at height r K, velocity pressure exposure coefficient evaluated at height z K„.topographic factor K..wind dir-chonahly factor V basic wind speed(3-second gust MPH)as determined from 120151E1C,2017 FBCI Figures 1609.1(1),(2).or(3):ASCE 7-10 Figures 26.5-1A.B.or C Equation 2, V=V,. (ret 2015 IHC&2017 FBC Section 1602 1 dehnfhonsJ V,..ultimate design wind speeds(3-second gust MPH)determined Irnrn 12015 IBC,2017 FBCI Figures 1609.341).)2),or(31:ASCE 7-10 Figures 26.5-1A. B,or C Equation 3, p=q,•(GC,;GC„) ref ASCE/-10 ( equation 30 6.f) GC, product of external pressure coellruent and yust-effect tactor GC,.product of internal pressure coefficient and gust-elfect factor p design pressure(PSF)(or siding(allowable design load for siding, To determine design pressure.substitute it.info Equation 3 Equation 4, p=0.00256•K,•K„•K,'V,a'•IGC;GC,.) Allowable Stress Design,ASCE 7-10 Section 2 4 I load combination 7 Equation S, 0.60.0.6W (ret ASCE 7.10 section 2 4.1 load combination 7) D.dead load W wind load(load due to wind pressure, lo determine the Allowable Stress Design Pressure,apply too load factor for W(wind)from Equation 4 to p(design pressure)determined from equation 4 Equation 6, p,,,=0.61pI Equation 7, p,,,,,=0.6'10.00256•K,'K„'K,'V,.4(GC,-GC„)I Equation 7 is used to populate fable 4.5,and 6 To determine the allowable ultimate basic wind speed for Hardie Siding in lade 7,solve Equation 7 for V,,, Equation 8, V,.=Ip,,.i0.6'0.00256•K,K„'K„•(GC,,GC„H`' Applicable to methods specified in Exceptions 1 through 3 of[2015 IBC.2017 ESC]Section 1609 1 1,to determine the allowable nominal design wind speed(V,)for Hardie Siding in fable 7 apply the conversion formula below. Equation 9, v,=V,r•(0.6)°' (ref 2015 IBC&2017 FBC Section 1609.3 1) V.„, Nominal design wind speed(3-second gust mph) (ref 2015 IBC&201/FSC Section 1602 1) Table 3,Coefficients and Constants used in Determining V and p, K. WaMZone S Intl'\ OGA✓Vq''�.. Height(ft) Exp B Exp C Exp D K, K, GC,, GC„ 11i �- • •••••••. Z 0-16 0.7 0.85 1.03 h560 1 0.85 1.4 0.18 V1 EN Q 20 0.7 0.9 1.08 1 0.85 •1.4 0.18 ')� v 25 0.7 0.94 1.12 1 0.85 -1.4 0.18 ,'S'' - 4# �� 30 0.7 (1.98 1.16 1 0.85 -1.4 0.18 1I Is :, 35 0.73 1.01 1.19 I 0.85 -1.4 0.18 s , i * ti 40 0.76 1.04 1.22 I 0.85 -1.4 0.18 ' . 45 0.785 1.066 1.245 1 0.85 -1.4 0.18 ( ' 50 0.81 1,09 1.27 1 0.85 -1.4 0.18 �p STATS OF .[ ` 55 0.83 1.11 1.29 1 O.ff<, -1.4 0.18 1319x.....*. � `. •; a-V 60 0.85 1.13 1.31 f 0.85 •1.4 0.18 O • ^CQRe:- ` 1 Pl. si;,) 100 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 ••• FSIONAV. , ' rrr 4 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH.CA 92649 714-292-2802 714-847-4595 FAX PROJECT.RIO-2685-17 JAMES HARDIE BUILDING PRODUCTS.INC. 1-888-542-7343 info@iameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber-cement siding transverse load capacity(vend load capacity)is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable desinn 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.ani therefore should be used with combination loading equations fur Allowable Stress Design(ASO,. by using the combination loading equations for Allowable Stress Design 1ASI)),the tested allowable design loads tot fiber cement siding are aligned with the wind speed requirements in ASGL 7-I t. Figure 26.5-1A figure 26.5.18.and Figure 26.5-1C. For Ibis analysis.to calculate the pressures in Tables 4.5.and 6.the load combination yell he in accordance with ASCE 7-10 Section 2.4 combining no/mai loads rising allowable stress design,load combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, q,0.00256'K,•K„'K,'V'' (ref ASCE 7.10 equation 30.3 1) q, velocity pressure at height r K..velocity pressure exposure coefficient evaluated at height 1 K,..topographic factor K„.wind directionality factor V basic wind speed(3-second gust MPH)as determined from 12015 IBC.2017 FBCI Figures 1609.341).121.or(3):ASCE 7-10 Figures 26.5-1A.B,or C Equation 2, V=V,, (rel 2015 IBC&2017 FBC Section 1602 1 dehmtons) Vo:.ultimate design wind speeds(3-second gust MPH)determined from(2015 IBC,2017 FBC]Figures 1609 3.11),(2).or(3)•ASCE 7.11)Figures16.5-1A. B,or C Equation 3, p=q;(GC,;GC„1 (ref ASCE 7-10 equation 306.1) GC, product of external pressure coelticierd ono gust-effect factor GC„.product of internal pressure coefficient and gust-ellect factor p design pressure(PSF)to siding(allowable design load for siding) To determine design pressure,substitute g,into Equation 3. Equation 4, p=0.00256•K,'K„'K„'Va'•(GC.GC„) Allowable Stress Design.ASCE 7-10 Section 2.4.1,load tembinatxln 7 Equation 5, 0.60+0.6W (ret ASCE 7-10 secben 2 4.1.load combination 7) D dead load W weld load(load due to wind pressure) ro determine the Allowable Stress Design Prossuro,apply the load factor for W(wind)from Equation 4 to p(design pressure:determined from equation 4 Equation 6, p„,=0.619I Equation 7, p,,,=0.610.00256•K,'K„•Ki1V,.4(GCr:GC„)) 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 tot V,,, Equation 8, V,.=1p„a 0.6"0.00256'K,'K, K, IGC,GC„ll' Applicable to methods specified in Feceptrons 1 through 3 0112015 IBC.2017 EBCI Section 1609 1 1 to determine the allowable nominal design wind speed IV,,,,)for Hardie Siding in tabic 7 apply the conversion formula bolo*. Equation 9, V,,,=V,,,'(0.6)°` fret 2015 IBC B 2017 FBC Section 1609.3 1) V„„ Nominal design wind speed(3-second gust mph) (ref 2015 IBC&201/FBC Section 1602 I) Table 3,Coefficients and Constants used in Determining V and p, t I 10 0 G A W 000 1 K, WaaZone 6 l \, A _ Height(ft) GC,..) Exp B Exp C Exp 0 K,. K, GC, 1111 •ENS •'t , 0-15 0.7 0.85 1.03 h560 1 0.85 .1.4 0.18 11 • 20 0.7 0.9 1.08 t 0.85 .1.4 0.18 , . 25 0.7 --0.94 --- 1.12 I 0.85 -1.4 0.18 •': - A r'� 30 0.7 0.98 1.16 1 0.85 -1.4 0.18 • • , WI 'IS 2'1 35 0.73 1.01 1.19 1 0.85 -1.4 0.18 ; * ii 40 0.76 1.04 1.22 1 0.115 -1,4 0.18 • * , 45 0.785 1.085 1.245 1 0.85 -1.4 0.18 7?..., '0 , 50 0.81 1,09 1.27 1 0.85 -1.4 0.18 • S 1ATE OF `[' 55 0.83 1.11 1.29 1 0.85 -1.4 0.18t, v 60 0.85 1.13 1.31 1 0.115 -1.4 0,16 -9O 1`10R0' •'' 100 0.99 1.26 1.43 to-60 1 0.85 -1.8 0.18 /Ce• ' ....... t 11.1)sS/ONA\- t t .0 4 RONALD I.OGAWA ASSOCIATES INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH.CA 92649 714-292-2602 714-847-4595 FAX PROJECT RIO-2685-1; JAMES HARDIE BUILDING PRODUCTS INC. 1-888-542-7343 mto@)emeshardie.com Table 4,Allowable Stress Design-Component and Cladding(C&C)Pressures(PSF)to ho Resisted at Various Wind Speeds-Wind Exposure Category B. Wind Speed(3-second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 I leighl(0) B B R B 0 13 B B H B B B B ti 0.15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 - -32.5 37.1) -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 -15.0 -17.5 -19.1 -20.8 -24.4 -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 -35.3 -40.1 -4'i.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 -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 -77.3 100 -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-second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Heigh)(8) 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 -18.5 -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 -43.0 -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 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 46.6 -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 -81.2 -89.9 -99,2 55 -22.9 -25.2 -27.7 •30.3 -33.0 .38.7 -44.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 •39.4 •45.T -52.4 -59.7 -67 4 -75.5 -84.1 -93.2 -102.8 100 32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 !14 1 -1055 -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 _ 110 115 120 130 140 150 160 170 180 190 200 210 Height(ft) D- D 0 D - 0 0 D 0 D 0 0 D I) 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 -404 -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 -70.0 -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 -434 -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 60 -27.0 -29.8 -32.7 -35.7 -38.9 -45.7 -53.0 -KA 8. -69 7 -78.1 -87.6 -97.6'-108.1 -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 w11h the 2015 IBC.2015 INC and the 2017 Honda Bulldog Code. 11)1/1```.OGA ,4 '% % Nip'Z z IiA� s. 121 '- STATE OF / :••:-40RIV;?'• .'...„ y•\� ss1ONAt-T. 1 `....'''rirrrr// ! 5 RONALD I.OGAWA ASSOCIATES INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH.CA 92649 714-292-2802 714-847-4595 FAX PROJECT RIO-2685-17 JAMES HARDIE BUILDING PRODUCTS INC. 1-888-542-7343 info@)amesha rd ie.com Table 4,Allowable Stress Design-Component and Cladding(CSC)Pressures(PSF)to ho Resisted at Various Wind Speeds-Wind Exposure Category B, Wind Speed(3-second gust) 11)0 105 110 115 120 130 140 150 160 170 180 190 200 210 height((1) B B B D R B B B B B B B B B (1-15 -14.4 -15.9 -17.5 -19.1 -20.8 -'7-4.4 -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 -24.4 28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.0 -17.5 -19.1 -20.8 -24.4 -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 -35.3 -40.1 -453 50-8 -56.6 -62.7 -69.1 45 -16.2 -11.9 -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 -18.7 -18.4 -20.2 -22.1 --24.1 -28.2 -32.7 17.6 -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 -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 -77.3 100 -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 Venous Wind Speeds-Wind Exposure Category C, Wind Speed(3-second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 tleigid(Ill 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 41. - 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 X364 -41.88 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.11 -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 -54.9 -62.0 -69.5 -77.4 -8.5.8 -94.6 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 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 -39.4 45.7 - 752.4 -59.7 -67.4 -75.5 -84.1 -93.2 -101.8 100 -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) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height(ft) D D D D 0 0 0 0 D I) D 0 D D 0-15 -21.2 -23.4 -25.7 J -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 -924 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -17.5 -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 -85.2 -96,1 -106.4 -117.4 60 -27.0 -29.8 -32.7 -35.7 -38.9 -45'7 -53 0 ' -60.8 -69 2 -78.1 -87.6 -97.6 -108.1 -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 toe 2015 IBC.2015 IRC and the 2017 Florida Budding Code. OGA A� , � • . ' 121 * . � -•, STATE OF t. =_ O,�F� ZOR1UP. \ 1,• - -ION - t i 1 5 RONALD I.OGAWA ASSOCIATES.INC. 16835 ALGONQUIN STREET 8443 HUNTINGTON BEACH.CA 92649 714-292-2602 714-847-4595 FAX PROJECT RIO 2685.1? ,,Gilt°\/JrJll�WA r��_' JAMES HARDIE BUILDING PRODUCTS INC. `` /... 1-888-542-7343 `1 "'I';' info@ameshardie.conl % ' vii Table 7.Allowable Wind Specd(mph)for HardieShingle Siding(Anatytical Method in ASCE 7-10 Chapter 30 CBC Pan 7 and Pert 3)^\ A 2 1 s 2015/BC 2017 FBC 2015 IBC,2017 FOC ` * Allowable.Ultimate Nlowable,Nominal •: Cr '5Design hnd.Speed. Design Wind.Speed. 0 '- Q` •kt \► (3-second gust mph) 13-Second gust mph) (� 5 Applicable to methods Applicable to methods "y,,} S specified in(2015 IBC.201 specified in Excepbbns 1 i• if FOCI Section 1609.1 1.as through 3 of(2015 IBC. x1K:AJC! determined by Figures 2017 FOC)Section 1609.3.(1),(2),or 13). 1609.1 1. Coefficients used in Table 6 calculations for V,,, Wind exposure category Wind exposure category Suring , F Product astener Stud weather Building Allowable I y Product Thickness "SK"' Spacing Flame Spacing Exposure g 1 P 9 p' 9 pu Height'r Fi C D B i; D De ori (inches) yfx+ (inches) type (inches) (ulu.) (fedi toed _ (vSF, Expo ExpC Expo 1<r Kr cC., 0-I5 125 114 - 97 68 - -72 7 0.7 0.85 ��1 03,7�hs60 1 0.85 -1,4 a to ®®®a m�a®®KEN KIM I 0.85 -1.4 018 1.5 in.long Minimum 11111M______ a® IN ' ® 1 0.85 -1.4 0.18 Nardi@Shingle X 0.083 in. 7/16 in. ®' ®a Ef]0O®®CMS 1 0.86 -1.4 0.18 Notched Panel shank X (hick OSB ®®OMMmeO® '®�� 1 0.85 -1 4 0.18 1/4 13.75 sheathing / MEI MEM eOE©11111111NMI®11331111MINIE1 0,65 6.18 Straight 0.187 in. complying ®1111CMEN1111000MEI® IE:31E0 0.85 0.18 Installation HD,ring with DOC- Q®0MIN NMI MEI III!WEE.UMMaNEE 0.5 0.16 shank nail PS2 ®®_01112EM-0® .' ®EECI 0.85 0.18 0-15 119 1111111/11111111120.3 079 0.85 1.03 hs60 0.86 0.18 20 IMEN0010111100®111031111®i'. 0.66 - 0.18 1.5in.tong Minimum ®�00®00®' '® '®` ® 0.85 0.18 7/16 in.iardieShingl@ X 0.083 in. lI 110 �00®® � 0.85 0.18 Notched Panni shank X (hick 0513 ® 116 �Efp00 �i�� 0.85 -I 4 0.18 1/4 13.75 sheathing 7 ��oeEi)00��1�® 0.5 -1.4 0.18 Staggered Qt67i n. complying m®s�maa� '®a�{rCa® 0.5 -1,4 0.18 r Installation HU,ring with DOC- Qi ®o0E121100 INECE111111110311®!�17 0.85 -1.4 0.16 shank nail PS2 ®saaaaa______ 111 0.65 -1,4 0.18 0-10 5 211 191 64.0 0.970.5 1,03 0880 0.85 -1.4 0.18 Mt 211 1101111EME3111111111111EMWIEN 113111 1E01 MEIa 0.65 -1.4 0.16 1.5 in.long 1111M111131111•1211•13111111M111131111•1211•1311163 �� mom® 0.65 -1.4 0.18 30 211 X 0.003 in. 35 206 -4.0 0.08 1.16 $0.85!MEM HardieShingle shank X blind nail 2X4 wood ®� 163 138 127 6 � 136 125 •04.0 '® 1.01 1.19 0.5 011 -14 Notch@d Panel 1/4 16 7 0.16710- at stud SG20.40 0®®®®®��____ '®' m® 0.5 •1.4 0 18 HO.ring ��® ®®® '®' CE1211110311116211 0.85 -1.4 0.18 shank nail 111111311101 IEEE�Cl'a®�rrte�® ®® 0.5 -t 4 u 18 ®�®®®s ®WIE111111311®® 0.5 -1.4 0.15 11111[1:111 191 IIIIIIIIIIIIII MEI sEciLi:aalJ• '®° ®® 0.5 -14 0.16 100 158 140 132 122 109 131 44.0 0.99 1.26 1.43 h>60 0.85 eta 0-15 150 136 123 116 105 -32-3 0 7 0.85 1.03TT.77 0880 0.65 0.18 m®��®��7��®�KU� U.1a 0.65 0.16 f.5 in.long ______ �IY:a®®®® '®a�6WT.�i® 0.65 0.18 X 0.(183 in. ®� 116 116 MEIN®�■ o on 0.5 0,16 HardieShingle shank X blind nail 2X4 wood 35 �® 115 113 EM®1331M11�r�� 0.85 -1 4 0.18 1/4 24 7 0�®®®E�Q®�s6iii® 086 -1.4 0.16 Notched Panel 0.H1, m. al start SGzDAO ®�®®EI70m®� '` ® 0.5 -14 0,18 ng m��®�®Q®gym® 0.5 -1.4 0,16 Shhenkank nail ®®IIECI111111:11 KE111®11131111®1Call®IE] 06 -1,4 418 60 136 118 105 91 -32.3 0.85 1.13 1,31 0.5 •1.4 0.18 100 112 - 87 -32.3 0.99 128 1.43 9>80 0.86 -1.8 0.18 ETBF 0.15 197 179 153 138 -56.0 07 0,85 1.03 9060 0.85 -1.4 0.18 0.100 in. 20 ®®IIMA®®®INEEMEENr�. 0.5 -34 0.18 knurled ______ ®�mC ® 0.86 -1.4 0.18 shank X 2 111331111111231 153 153 11133111313 MIN KEN 098 ILO 0.85 -1.4 0.16 ,ardicShingle in.long X blind nail 2X4 18ga. 35 �® 151 149 ®® t i 1.01 1 0.85 •1.4 0.18 Notched Panel 1/4 0.313 in. at stud Metal Stud 11i 7 0�� ®®_� ® I 0,5 -1.4 0.18 head ®IliEGI MBE Kai EMI OHO MBE 11121111113129 '®1E3 1 0.85 -1.4 0.18 Earn nem ®®�� i ® I 0.85 -1.4 0.18 diameter ®�®®��e�1.ttnf:_®®�BM®� 1 0.85 -14 0.18 pin fastener 1 60 179 155 144 138 120 112 •68.0 0.5 1.13 7.31 t 0.85 -1.4 018 100 148 131 123 115 102 95 -56.0 0.99 1.20 1,43 9410 1 0,85 -1.8 0.18 6 RONALD I OGAWA ASSOCIATES.INC. 18835 ALGONQUIN STREET#443 HUNTINGTON BEACH.CA 92649 714-292-2602 114-847-4595 FAT (fttty//4'',,,,,,y. PROJECT.R10-2685-17AW4 JAMES HARDIE BUILDING PRODUCTS INC. ,a1)• �, •,4 �-� 1-888-542-7343 ,111 "'.... n/o@jameshardie.com 1 / 9)�♦ Table 7,Allowable Wind Speed(mph)for HardieShingle Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)' I t.r !o 2'' 21 2016 IBC 2017 PBC, 2 015 IBC.2017 FBC T Allowable,Ultimate Allowable.Nominal ' -1� ('t :" sr Design Wind.Speed. Design Wind.Speed. -- 0 - yT' �( •r�i 1, (3-second gust mph) 13-second gust mph) ,..,.'.;� l'Jrl,��. '� 1t/�� Applicable to methods Applicable to metnods •``7'1.. `'(n11.- 6 A ` specilirn in(7015 IBC.2017 specified in Exceptions 1 7�.':� '�N fk`��4 1 U FOC)Section 1000.1 1.es through 3 of(2010 MC, - determined by Figures 2017 FOCI Section 1809.3 111,(21.or 31- 1609.1 1. Coefficients used in Table 6 calculations for V,,, Wind exposure category Wind exposure category Suring K, Product Fastener Stud Weather Building Agnviafao Fastener FiarneDesign Product Thickness Spacing Specing Fspos,ee Height''' N C D B C D (inches) Type (inches) type i dad (inches) 10.1 (tect1 (PS'F, Exp El Exp C Cup(2 K,, 1S1 <3C,, (IC1- (115 125 114 - 97 88 - -22.7 0.7 0.86 103 hs80 1 0.85 -1.4 0.111 20 125 111 - 97 86 - -77 1 0 7 0.9 1.08 1 0.85 -1.4 0.18 1.5 in.long 25 125 - - 97 - -22.7 0 7 0.94 1.12 1 0.86 -1.4 0.18+ HardieShingle X 0.083 in. 7116 in. 30 125 • 97 - - -22.1 0 7 0 98 1.16 I 0.85 -1 4 018 Notched Panel• shank X thick OSB 35 123 • - 95 - - -22 7 0.73 1.01 1.19 1 0.85 1 4 0.18 Straight1/4 0.187 in. 13.75 sheatning 1 40 120 - 93 - .22 7 0.76 1.04 1.22 1 0.85 -14 0.18 Installation ND,nng complying 45 118 - 92 - - -227 0.185 1 065 1.245 I 0.85 -1.4 0.18 shank nailwith DOC- 50 117 - • 90 - . -27 7 0 81 I.09 1 27 1 0.86 -1.4 0.18 PS2 55 115 - - 89 -22.7 0.81 1.11 1.29 1 0.85 -1.4 0.18 60 114 - 88 - -22.7 0.8•, 1.13 1.31 1 0.85 -1.4 0.18 100 - - - -22.7 0 49 178 1.40 h>60 1 0.85 .1 8 0.18 •-- 0-15 0-15 119 92 - - -20.3 0.7 0.95 1.03 hstb I 0.85 .i 4 0.16 20 119 - - 92 - -20.3 0 1 0.9 1.08 1 0.85 '1.4 0.18 1.5 in,lorry Minimum 25 119 - 92 - - -20.3 0.7 0.94 1.12 ' 0.85 •1.4 0.18 HardieShingle X 0.083 in. 7/16 in. 30 119 92 - .. -20.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 Notched Panel• shank% thick 000 35 116 - - 90 - - -20.3 0.73 1.01 1.19 1 0.86 -1.4 0.18 Staggered 1/4 0.187 in. 13.75 sheathing - r 40 114 - A8 - - -20.3 0.78 104 1.22 1 0.65 -1.4 0.18 Installation HD,deg complying 45 112 87 - - -20.3 0.785 1.065 1.245 I 0.85 -1.4 0.18 shank nailwith DOC- 50 110 - • 85 - - -20.3 061 1.09 1.27 I 0.85 -1.4 0.18 PS2 05 - - . - -203 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 - - - - -20.3 0.85 113 1.31 1 0.85 -14 0.18 100 - - - . . -20.3 0.99 176 1.43 11>80 1 0.65 -1.8 018 0-15 211 191 174 163 148 134 -64.0 0.7 0.85 1.03 1460 1 0.85 -1.4 0.18 20 211 186 169 163 144 131 454.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 LS in.long 25 211 182 166 163 141 129 -64.0 01 0.94 1.12 1 0.85 -14 0.18 X 0.083 111. 30 211 178 164 163 138 127 -64.0 0.7 0.98 1.16 1 0.65 -1.4 0.18 HardieShingle 1/4 shank% blind nail 2X4 wood 1B 35 2 • 06 175 161 160 136 125 -64.0 0.13 1.01 1,19 1 0.85 -t 4 0.18 Notched Panel 0.187 m. al stud SG20.40 40 202 173 159 157 134 124 -64.0 0.76 1.04 1,?? 1 0.85 -1.4 0.1e i HD.nng 45 199 171 158 154 132 122 •84.0 0.785 1.085 1.245 1 0.85 •1.4 0.18 shank nail 50 196 169 1511 15? 131 121 .04.0 0.81 109 1.27 I 0.85 -1 4 0 16 55 193 167 155 150 130 120 44.0 0.83 111 1.29 1 0.85 -1.4 0.18 60 191 166 154 148 128 119 -64.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 + . 100 158 140 132 122 109 102 -640 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 I0-15 150 136 123 116 105 96 -32.3 0.7 0.85 103 6080 1 0.85 -1.4 0.18 20 150 132 120 116 102 93 -32.3 0.7 0.9 1.08 1 0.85 •1.4 0.16 1.5 in.long 25 150 129 118 116 100 92 -32 3 0.7 0.94 1.17 1 0.85 -1.4 0.18 X 0.083 in, 30 150 126 116 116 98 90 -32.3 0.7 0.98 1.18 1 0.85 .1.4 0.18 HardieShingle shank X blind nail 254 wood 1/435 146 125 115 113 96 89 -32.3 0.73 tot '.19 1 0.85 -1.4 0.18 Notched Panel 0.187 in. 111 stud SG20.40 24 7 40 144 123 113 111 95 88 -32 3 0.76 1.04 1.22 1 0.85 -14 0.18 HD,nng 45 141 121 112 109 94 87 .32.3 0785 1.085 1.245 1 0.85 •1.4 0.18 shank nail 50 139 120 I 1 1 108 93 86 -32.3 0.81 1.09 1.27 1 0.85 •1.4 0,16 i 55 137 119 110 10(i 92 85 -32.3 0.83 ill 1.29 1 0.85 -1.4 0.18 ((0 136 118 • 105 91 - •32.3 0.85 1.13 (.31 1 0.85 -1.4 0.18 100112 • - 87 - - -32.3 0.99 128 1.43 13-130 1 0.85 •1.8 0.18 ETBF 0-15 197 179 162 153 138 126 -56.0 0.7 0.85 1.03 hs80 1 0.85 -14 0.18 0.100 in. 20 197 174 159 153 135 123 -56.0 0.7 0.9 1.08 1 0.85 -1.4 0 111 knurled25 197 170 156 153 132 121 -56.0 0.1 0.94 1.12 I 0.85 -1.4 018 shank X 2 30 197 166 _153__153 129 _118 -56.0 0 7 _0.98__1.16 1 0.85 .1.4 0.18 HardieShingle in.long X blind nail 2X11 fAga. 35 103 164 151 149 127 117 •56.0 0.73 1.01 1.19 1 0.85 •1.4 0 18 Notched Panel 1/4 0.313 in. at stud Mahal Stud 16 7 40 189 162 149 146 125 116 _ •56.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 head 45 186 1611 148 144 124 114 -56.0 0.785 1.065 1245 1 0.86 -1.4 0.18 diameter 50 183 158 146 142 122 113 -56.0 0.81 109 1.27 t 0.85 -1.4 0.18 pin 55 181 156 145 140 121 112 -56.0 0.83 111 1.2e 1 085 -1.4 0.18 fastener 60 179 155 144 138 120 112 -56.0 0.85 113 1.31 t 0.85 -14 0.18 , 100 148 131 123 115 102 95 -56.0 0.99 1.28 1.43 h>t30 1 0.85 •t a 0.18 6 RONALD I.OGAWA ASSOCIATES.INC •lard!/7,,,,,, 16835 ALGONQUIN STREET 1443 1'1' ^^'A, �i-'' HUNTINGTON BEACH,CA 92645 111) \ 0UF1YY/q 114-292-2602 11 �• 714-847-4595 FAX \1 •'.. - ••�t. PROJECT RIO-2685-17 N‘, • 4: •..• .` JAMES HARDIE BUILDING PRODUCTS.INC. i 1-888-542-7343 , 1 '* II y info@iameshardte.com ` C : Cr 2015 IBC,2017 FTC 201510C,2017 FDC S•CAIE�i Allowahle.Ultimate Allowable,Nominal \�P � ' Design Wind.Speed, Design Wind.Speed, _ � ••-• Ft O7� • ` � v„'', V,.,'r. U•/� \:" (3-second gust mph) (3-second gust mph! `t��'�;(� �1. 1 1� 1 Applica)oe to meows Applicable to methods •��''IIJi!!�!1 1, specified in 12015 UBC 231, specified in Exceptions 1 FOC)Section 1809.1.1_as through 3 of(2015 IBC detem,inod by Figures 2017 FBC1 Socaon 1609.3.(1).i21 or(31 1608.1.1 Coefficients used in Table 8 calculations for V„i, Kind exposure category Wind exposure categofy ,,.r,g r, Product Fastener Stud KAalhar Building ') wade Product thickness t4slener S Frame Spacing Expose �'�ctO Type Spacing type ItaCii g Height'. B C D H C D toad (inches) (inches) yp (inches) 0n f (feet) (PSI-1 Exp B Exp C Exp U Ka Ka GC, (iCn 0-15 222 201 183 172 156 142 -/1.0 0.7 0.85 1.03 1m60 1 0.85 .14 0.18 1111E31111E6311111311111/3111E11 151 138 71.0 111111111113 1 0.85 .1.4 0.18 0.090" Minimum ®®®®® 148 136. .._-71-0 �� ] 0 '®° 018 7/16 in. shank x blind nail ®�®®� 133 -'10 111311133111:110.85 -1.4 U.ta HardieShingle 0.215"HD to YVSP thuds 0513 ®®�®��®®' '®�� 0.85 .1 4 018 1/4 sheathing - 7 ®1111311111111111U I EI1 ® 0.85 -1.4 0.!a Notched Panel x(.5`long sheathing complying 45 �.r1113111111:12111112M r� ��7� 0.8.5 -1.4 U 18 nig shank al 6"n.r,. with DOC- ®qua. ��®�N611® 0.86 -1.4 0.18 siding nail PS2 _____ •0211631®11181:01r�r11®E63 0.86 -1.4 018 60 201 175 162 156 135 126 -11.0 0.85 1.13 1.31 085 -14 U15 100 161 148 139 129 114 107 .71.0 0.99 1.26 1.43 8'60 08.5 -1.8 c'5 0-15 204 185 168 158 143 130 •60.0 0.7 0.85 1.03 5860 0.85 -14 illrall 204 : 184 15811131102111111:30111111111111111130.85 -14 0.090' Minimum ®��® -60.0 '®�® 0.85 -1.4 0.18 shank x blind nail 7116 in. m ®SMI®® 1 r '®CO 0.85 -1.4 U.18 Hardie Shingle 0.215"HD to WSP thick OSB ® r r ®®®®® -60.0 '®®' 0.85 •1.4 h.18 1/4 sheathing I ®" '�` 1 ® 0.86 •1.4 0.16 Notched Panel x 1.5•long sheathing p y g ______ �®��® ring shank at 6"o.c. complying ut_ ' ' 0.85 •14 u f8 siding had with DOC- ��®�®®� r�. EDI® 0.85 1.4 0.18 P82 ®IKEIII�' ME11E U WI1 0.85 14 0.18 60 185 160 149 143 124 115 -66.0 085 111 1 31 Dar, .1 4 0 18 100 153 136 127 119 105 V9 .80.ti 0.99 1.28 1.43 6+60 0 85 -1 8 0.18 0-15 171 155 141 133 120 109 -42.3 0.7 0.85 1.03 5800 0.85 -1.4 0.18 IMMINE111111E. 138 133 117 107 'mm 1.08 0.85 -1.4 0.18 2 roofing Minimum ______ II '®�® 0.86 -14 0.18 HardieShingle No.I1pa. nails 15/02 in. m®�®®®�' ®� 1��:�� 0.85 -1.4 0.18 Individual 1-1/4 1-1/4 in. 7.5 metas thick ® 168 ®®®�E ®�Mal 0.85 .1.4 0.18 plywood 7 Cladding long from _gym®®®" 11 ®�Q•. ® 0.85 -1,4 0.18 complying _____ �®ED�� 086 -1.4 0.18 Shingles roofing nail exposedb with DOC- ______ Q®1111111X ® 085 •14 0.18 utl edge PS1 1111011111111111E111111131 Kos Emaints 111113M113®11E1 0.85 -1.4 0.18 60 155 135 125 120 104 97 42.3 0.85 113 1.31. 0.86 -1.4 VP 100 129 114 - 101.1 86 - -k2.3 0.99 1]9 1 43 8.80 0.85 -1.8 C'.8 0-15 196 178 162 152 138 125 -55.8 07 0.85 1.03 hs80 0.85 -1.4 0.16 11110111111111111111111 158 ®®®� 'm�M3 0.85 -14 U 15 Minimum ®� 111131®®®111IIIIIIIMIIIIIIIIMI® 0.85 -14 U 11c 2 rooting 15132 in. I HardieShingle No.f fpa. ®i ��®®�� 14 0.10 0.85 - Individual 1.1/4 in. nails thick ______ ®� '®®' 0.85 .14 a 15 1/4 6.5 inches plywood - 6 mIIMIIIIEINIIIMIIIIII®®®CEIECI® 0.85 -14 015 Cladding long from butt complying ®11112111033111113111M311®1111111112111D/3 ® 0.85 -1.4 0.16 Shingles roofing had edge with DOC- wromiti®utraltlEil®®111E1110311�m® 0.85 -14 018 PSI ®�®®�®®�aa�TE4'a®EE3 0.85 -1.4 0.18 60 178 154 143 138 120 111 -55.8 0.85 113 1.31 0.85 -1.4 0.'8 100 147 131 123 114 101 95 -55.0 0.99 1/U 1 43 9.80 0.85 -1.8 0.15 0-15 230 208 189 178 161 147 -76.2 0.7 0.85 103 hs60 0.85 -14 0.18 mIE011111117111111111 IM111®®EWENEDI '�'' 0.85 -14 0.15 Minimum ®®1111:311111111111EN®®111EMIII 'mCEB® 085 -13 0.18 2 roofing15/32 in. i r i 0.85 -14 0.18 f)ardieShingle No.I tga. m®m��®�� c nails Individual t-1/2 in. flock ®®��EC1�IE . I��!�,�E�{t��MB 085 -1.4 u lb 1,4 5.5 inches plywood - 5 m® �® 1Yia® COI 110111® 085 -1.4 0.18 Cladding long from butt complying ®®1111122®MEM11110231 SEES 11117:9110EMI ® 0.85 -1.4 0.18 Shingles roofing nail edge with DOC- 0' ®mak ®®______ Mil RBI a 85 -1.4 0.18 __ PSI __ ® __ IK____ E) 0 85 -1.4 0 18 MEAN 208 ME01111111111111131111=11 130 16.2 _0.85 ®® 0.85 -14 0.18 100 173 153 144 134 118 111 •76.7 0.99 1-26 1.43 9.80 1 0.85 -1.8 0.18 7 RONALD I.OGAWA ASSOCIATES,INC ��1��i�� HUNTINGTON BEACHCA 92649 k,(/`'16 8 35 ALGONQUIN STREET#44 3 �OGAWA --- 714-292-2602 11 `` 714-847-4595 FAX .11 ; •: PROJECT R10-26 85-17 tit � ,/ :. JAMES HARDIE BUILDING PRODUCTS,INC. a t) 1-888-542-7343 L{ info@jameshardre.com ` L CC 20151BC.2017 FBC 201518C,2017 FDC - c tp1�� 4� ` Allowable.Ultimate Allowable,Nominal - J t� • ///�� Design Wild.Speed, Design Wind.Speed, _w .. p Q`_ 11 ' (3-second gust mph) (3-second gust mph) � I S SS r�i�`�A`, `"Y+ 1 L! � ' ii Applicable to methods Applicable to methods •'''-'4,/, +f.-#, l!/f P f specified in)2015IRC 2017 specified in Ezcepbons 1 FBCI Section 1809.1.1 as through 3 of(201510C. determined by rigures 2017 FOC)$echun 1609.3.(11 121 or Di 1609.11 Coefficients used in Table 6 calculations for V.,,, Wind exposure category Wind exposure caleguiy S.n-nq 1, Product Fastener Stud Weather Building Aliermole Design Product Thickness F?teOYf Spacing Frame Spacing Expl,suile Height'' B C D R C D Load Iklches) Ype (niches) 1YPe (inches) On.I Heel) load (PSI-) Exp B Exp P. txp 0 Ka tCa CC. CC, 4 0.15 222 201 183 172 4 156 142 -11.0 0.7 0.85 103 1,560 1 0.85 -14 0.18 20 222 196 179 172 151 138 •71.9 0.7 0.9 1.08 1 0.85 -1,4 0.18 0.090" Minhnum 25 222 " 101 175 172 148 136 -71.0 0.7 0,94 1.12 1 0.95 -1.4 0.18 shank x blind nail 7116 in. 30 222 187 172 172 145 133 -71.0 0 7 0.98 1.16 1 0.85 -1.4 0.18 HardieShingle 0.215"HD to WSP thick OSB 35 217 185 170 168 143 132 710 073 1.01 1.19 1 0.85 -t4 0.18 1(4 sheathing 7 40 213 182 168 165 141 130 .710 0.76 1.04 1.22 1 0.85 -1.4 0.18 Notched Panel x 1.5"long sheathing complying 45 209 180 168 162 139 179 -71.0 0.785 1.065 1.245 1'0.85 -1.4 (118 ring shank at ii"n..;. with DOC- 50 206 178 165 160 138 128 -11.0 081 1.09' 1,27 1_0,85 -14 0.18 siding nail PS2 55 204 176 163 158 136 127 -71.0 0.83 1 11 1.29 1 0.85 -1.4 0.18 80 ' 201 175 162 156 135 126 -71.0 0.85 1.13 1.31 1 085 -14 019 100 167 148 139 129 114 107 -11 0 099 126 1.43 ho60 1 0.95 1.8 018 0-15 204 185 ' 168 158 143 130 -80.0 0.7 0.85 1.03 hs60 1 0.85 -1 4 c i9 20 204 1811 164 158 139 127 -63.0 0.7 09 108 1 0.95 -1 4 C 19 0.090" Minimum 25 204 176 161 158 136 125 .60.0 0.7 094 1 12 1 0.85 •14 0.18 shank x blind nail 7716 in. 30 204 172 158 158 133 123 -600 0.7 0.98 1.16 1 0.85 -1.4 0.18 HardieShingle 0.215"HI) In WSP thick OSH 35 200 170 156 155 131 121 .60 0 0.73 1 01 1.19 1 0.85 -1 4 0 18 1/4 sheathing / 40 196 167 154 152 130 120 .80.0 0.78 1.04 1.22 1 0.65 -14 018 Notched Panel x 1.5"long sheathing complying 45 102 165 153 140 128 118 -60.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank at 8"o.c. with DOC- 50 189 163 151 147 127 117 -60 0 0 81 1.09 1.2/ 1 0.85 -1.4 0 1b siding nail PS2 55 187 162 150 145 125 116 •80.0 0.83 1.11 1.29 1 0.85 1.4 0.18 GO 185 160 149 143 124 115 .60.0 0.85 1.13 1.31 1 0.85 •1.4 0 18 100 153 136 127 119 105 99 -60.0 088 1.26 1.43 h-60 1 0.85 -1.8 018 0-15 171 155 141 133 120 ' 109 -42.3 0.7 0.85 1.03 5060 1 0.85 -14' 0.18 20 171 151 138 133117 107 -42.3 0.7 09 1.08 1 0.86 -14 018 2 roofingMinimum 25 171 148 135 133 114 105 -42.3 0 7 0.94 1.12 1 0.85 -14 0.18 HardieShingle No.71pa. nails 15/12 in. 30 171 145 133 133 112 103 -42.3 0.7 0.98 1,16 1 0.85 -1.4 0.18 Individual 1-1/4 in. 7.5 inches thick 35 168 142 131 130 110 102 -42.3 a/3 1.01 1.19 1 0.85 •1 4 0 18 Cladding long from plywood7 40 164 140 130 127 109 100 -42.3 0.78 1.04 1.22 1 0.85 .1.4 0.18 Shingles roofing nail exposedb complying 45 162 139 128 125 107 99 42.3 0.785 1.065 1.245 1 0.85 -1 4 0.18 WI edge with DOC- 50 159 137 177 123 108 98 -42.3 0.81 1.09 1 27 1 0.85 -14 0.18 PSI 55 157 136 126 122 105 98 •42.3 0.83 1.11 1.29 1 0.85 .1.4 0.18 60 156 135 125 120 104 97 -42.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 129 114 - 100 88 - -42.3 0.99 1.28 1.43 h'-80 1 0.8S •1.8 C.18 0-15 196 178 162 152 138 125 .55.6 07 0.85 1.03 hs60 t 0.85 -1.4 0.18 20 196 173 158 152 134 122 -55.6 0 7 0.9 1.08 1 0.85 -1.4 0 t9 Minimum 25 196 169 155 152 131 120 -556 0/ 0.94 1.12 1 0.85 -1 4 C.18 HardieShingle No.t tpa. 2 roofing 15/32 in. 30 196 166 152 152 128 118 -55.6 0.7 0.98 1.18 1 0.85 -14 0.18 Individual 1-1/4 In nails thick 35 192 163 150 149 127 117 -55.6 0.73 1.01 1.19 1 085 -14 0.18 Cladding114 long6.5 inches plywood - 6 40 188 161 149 146 125 115 -55.6 0.16 1.04 1.22 1 0.85 -1.4 0 18 from butt complying 45 185 159 147 144 123 114 -55.6 0.785 1.005 1.245 1 0.85 •1.4 0.18 Shingles rooting nail edge with DOC- S 50 182 157 146 141 122 113 -55.6 081 1.09 1.27 1 0.85 -14 0.18 P51 55 180 156 145 140 121 112 -556 0.83 111 1.29 1 0.85 -1.4 018 60 178 154 143 138 120 111 55.6 0.85 1,13 1.31 1 0.85 -1.4 0.19 100 147 131 123 _114 101 95 -55.6 -0.99 1.28 143 M60 I 0.85 -1.8 0.18 0-15 ' 230 208 189 178 161 147 -76.2 0.7 0.85 1.03 1,560 1 0.86 -1.4 0.18 20 230 203 185 178 157 143 -76,2 0.7 0.9 1.08 t 0.85 -14 018 Minimal 25 230 198 182 178 154 141 -76.2 0.7 0.94 1.12 1 085 -1.4 018 HardieShingle No.Ilga. 2 roofing 15/32 in. 30 230 194 178 178 150 138 -76.2 0.7 0.98 1.18 1 0.85 •1.4 0.18 Individual 1-1/2 in. nails thick 35 225 191 176 174 148 136 -76.2 0.73 1 01 1.19 t 0.85 -1.4 0 18 Claddin 174 long5.5 inches plywood - 5 40 220 188 174 171 146 135 -78.7 0./6 1.04 1.22 1 085 -14 0.18 9 from butt complying 45 217 186 172 168 144 133 -76.2 0.785 1.085 1.245 1 0.85 -1.4 0.18 Shingles roofing aced edge with DOC 50 214 184 171 165 143 132 -16.2 0.81 109 1.27 1 0.85 -1.4 0.18 P01 55 211 182 169 163 141 131 46.2 083 1.11 1.29 1 0.85 -1.4 018 60 208 181 168 161 140 130 /0.2 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 173 153 144 134 118 111 -76.2 099 1.29 1.43 1,>60 1 0.85 -1.8 018 7 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH.CA 92649 714-292-2602 714-847-4595 FAX PROJECT RIO-2685-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info©jameshardie.com 2015 IBC 2017 FBC 2015 IBC,2017 FBC Allowable.Ultimate Allowable.Nominal Design 164nd Speed, Design Wind,Speed, V.a V.., . (3-second gust mph) (3-second gust mph) App!manie to methods Applicable to metnods wearied111808400(7011,1BC.2017 specified in t-xeepsn.w 1 FBC)Section 1609 1 1 as through 3 et 12015 IBC, determined by Figures 201/F BG1 Section 1609.3.11).(21.cc(3) 1609.1 1 Coefficients used in Table 6 calculations for V, Mid exposure category VI/Ind exposure Wi category ),,,y K. Product Fastener Stud T Weainer Building , Allowable Product thickness Fastcnci I came Design Spacing Spacing Eapustne Height" 13 C 0 11 C D (inches) Type !inches) Type (Indies) (In.) (feel! Load (PSF) Exp 8 Exp C Exp D k, K, ()C, GCC, s.0-15 162 147 133 125 114 103 .37.8 0.7 0.85 1.03 hedO 1 0.85 -1,4 am 20 162 143 130 •-125 111 101 -378 0./ 0.9 1.08 1 0.85 .1.4 0.18 0.091 in. 2 sidingMininuim 25 162 14(1 128 125 108 99 .37.8 0.7 0.91 1.12 1 0.85 •1 4 0.18 HardioShingle shank X nails 7/16 in. 30 162 137 126 125 106 97 , -37.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 Individual 0.221 m- 7.5 md,es thick OSB 35 158 135 124 123 104 96 -37.8 0./3 1.01 1.19 1 0.85 -1.4 0.1ii Cladding 1/4 - HD X 1.5 from sheathing - 7 40 155 133 123 120 103 95 -37.8 0.78 1.04 1.22 1 0.85 -1.4 0.18 Shingles n.lttng exposedb complying i 45 153 131 121 518 102 94 , •379 0785 1,065 1.245 1 0.85 -14 b le siding nail utt edge with DOC- I 50 150 130 120 117 100 93 •3/.8 0.81 109 1.27 1 0.8S -1.4 0.18 PS2 55 149 128 119 115 100 92 -37.8 0.83 1.11 1.29 1 0.85 -1,4 0.18 60 147 127 118 114 99 92 .37.8 0.85 1.13 1.31 1 0.85 -1.4 0.18 too 122 - - 94 - -37.8 0.99 126 143 n>80 1 0.85 -1.8 018 0-15 186 168 153 144 130 118 -49.7 0.7 0.85 1.03 Mao I 0.85 -1.4 0.18' 20 186 164 149 144 127 116 -49.7 0.7 09 1.08 1 0.85 -1.4 tl la 0.091 u1. Minimum 25 186 160 147 144 124 114 -49 7 0.7 094 1.12 1 0.85 -1 4 0 18 ardleShmgle shank X 2 siding 7/16 in. 30 186 157 144 144 121 112 -49.7 0.7 0.08 1.16 1 0.86 -1.4 0.18 Individual 0.221 in. nails thick 0513 35 182 154 142 141 120 110 49.7 0.73 I OI 1 19 1 0.85 -1.4 01. Cladding 114 HU X 1.5 6.5 inches sheathing - 6 40 178 152 141 138 118 109 49 7 0.76 104 1.22 1 0.85 -1.4 0.18 Shingles m long from butt complying 45 175 150 139 136 117 108 -49.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 siding nail edge with DOC- 50 172 149 138 134 115 107 -49.7 081 109 1 27 1 0.85 -1.4 0.18 PS2 55 170 147 137 132 114 106 -49.7 0.83 1.11 1.29 1 0.85 -1 4_0.18 60 168 146 136 130 113 105 -49 7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 139 124 116 108 96 90 -49 7 0.99 1.26 1.43 1-60 t 0.85 -1.8 0 t8 1 0-15 217 197 179 168' 153 139 -681 0.7 0.85 1.03 0.60 1 0.85 -14 018 20 217 192 175 168 148 135 -68.1 0.7 0.9 1.08 1 0.85 -/4 010 0.091 in. Minimum 25 217 187 172 168 145 133 -88.1 0 7 0.94 1.12 1 0.8b -14 0.18 HardioShinglo shank X 2 siding 7116 in. 30 217 184 169 168 142 131 -88 1 0.7 0.98 1.18 1 0.85 -1.4 0.18 Individual 1/4 0.221 in. nails thick OSB 35 213 181 167 _ 165 140 129 -88.1 0.73 101 1.19 1 0.85 -1.4 0.18 Cladding HD X 1.5 5.5 inches sheathing - 5 40 208 178 164 161 138 127 -88.1 016 1 04 1.22 1 0.85 -1.4 0.18 Shingles m long from butt complying 45 205 176 163 159 136 126 68.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 siding nail edge with DOC- 50 202 174 161 156 135 125 -68.1 0.81 1.09 1.27 1 0.85 •1.4 0 18 PS2 55 _ 199 172 160 154 134 124 .681 9.63 I11 1.29 10.85 -1.4 Ills 60 197 171 159 153 132 123 -68.1 0.85 1.13 1.31 1 0.85 •1.4 0.18 100 163 145 136 126 112 105 -68.1 0.89 1.28 1.43 6>60 1 0.85 •1.8 018 1.Screws shall penetrate the metal framing at least three full threads. 2.Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 3.Building height=mean roof height(in feet)of a building,except that eave height shall be used for roof angle a less than or equal to 10'(2-12 roof slope). 4.V,..=ultimate design wind speed 5.V,,,=nominal design wind spend 6.Linear interpolation of building height 6 60111 and wind speed is permitted. 7.Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3:14,=1,K4=0.85.GCp-1.4(hc60),GCo=-1.8(h>60),GCs, 0.1B. LIMITATIONS OF USE: I'1�fa/'/"'��- 1111 pctAW4 (-v 1)Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. 11,11 ``\. •.- , 4 _ 1 , f•4'1 ...... \ eii A O * ,�, : cc : FLog t �FE SIONP` � '� t 9 RONALD I.OGAWA ASSOCIATES.INC 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH.CA 92649 714-292-2602 714-847-4595 FAX PROJECT RIO-2685-17 JAMES HARDIE BUILDING PRODUCTS.INC. 1-888-542-7343 infoi jameshardie.com 2015 IBC 2017 FBC 20151BC,2017 FBC Allowable.Ultimate Allowable Nominal Design Wind Speed Design Wind,Speed, V,fi V,.,, (3-second gust mph) (3-second gust mph) Apphraole to me:hoos Applicable to methods sperfied in 12015181.,201/speahet)in exceptions 1 FRC)6ecboo 11,011 1 1 as trough 3 01(2015 18C, determined by Figures 2017 FBCI Semon 1109.3.111.(11 or(3) 1609 1 Coefficients used in Table 6 calculations for V,,,, Wind exposure category Wed exposure category Sdmg x, Product Fastener Stud %%atria Hullding Mr/viable Fastener Frame Onn,gn Product Thickness Spacing Spacing Exposure height'' (1 C D B C 1) (inches) Type Type toad pnches) (inches) (in.I (tee, _ IPSO) Exp 6 Flip C Exp U K„ K„ GC, GC„ 0-15 162 147 133 i_125 114 103 -37.8 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 162 143 131) 125 111 101 -37.8 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.091 in. 2 siding Minimum 25 162 140 128 125 108 99 -37.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardioShingle 5han .091 X nails 7/16 in. 30 162 137 126 125 106 97 -37.8 0 7 0.98 1.16 I 485 -1.4 ala Individual 0.221 on. 7.5 metes Mir*OSB 35 158 135 124 123 104 96 -37.8 0.73 4.01 1.19 I 0.85 -1 4 0.18 Cladding 1/4 HO X 1.5 fromsheathing 7 40 155 133 123 120 103 95 -37.8 0.79 1.04 1.22 1 0.85 -1.4 0.18 Shingles in.long rxposadb complying 45 153 131 121 118 102 94 -37.8 0.785 1.065 1.245 1 0.85 -1.4 0 18 siding mad Mt edge with DOC- 50 15(1 130 120 117 100 93 -37.8 0.81 109 1.27 • 0 85 -1.4 0.18 PS2 55 149 128 119 115 100 92 -37.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 147 127 118 114 99 92 -37.8 0.85 1.13 1.31 1 0.85 -1.4 0.19 100 122 - - 94 - -37.8 0.99 1.26 1.43 N60 1 0.85 -1 8 U 18 0.15 186 168 153 144 130 118 -40.7 07 0.85 1.03 es60 1 0.6.5 -1.4 0.18 20 1811 164 149 144 127 116 -49.7 0.7 0.9 1.08 I 0.85 -14 1118 0.091 in. Minimum )0 186 160 147 144 124 114 .49 7 0.7 0.94 1.12 I 0.85 -4 4 0 19 HardieShmple shank X 2 siding 7/16 in. 30 186 157 144 144 121 112 -40.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 Individual 0.221 in. nails thick 0513 35 182 154 142 141 120 110 49.7 0.73 101 1.19 1 0.85 -1 4 0.14 Cladding 1/4 HD X 1.5 6.5 inches sheathing - ti 40 178 152 141 138 118 109 49 7 0.76 1.04 1,22 1 0.85 -1 4 ale Shingles inking from butt complying 45 175 150 139 136 117 108 -40.7 0.785 1.065 1.245 I 0.85 -1.4 0.18 siding nailedge with DOC- 50 172 149 138 134 115 107 49 7 081 109 1.77 1 U.85 -1.4 0.18 PS2 55 170 147 137 132 114 106 -491 0.83 1.'1 1.20 1 0.85 -14 0.18 60 168 146 136 130 113 105 -40.7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 139 124 116 108 96 90 _ 497 0.99 1.26 1.43 h>60 1 0.85 -1.8 (118 1 0-15 217 197 179 168 153 139 -68.1 0.7 0.85 1.03 55610 1 0.85 -1.4 0.18 5 20 217 192 175 168 148 135 -68.1 0.7 0.0 1.08 1 0.85 -1.4018 0.091 in. M1111111(1111 25 217 187 172 168 145 133 -88.1 0 7 0.94 1.12 1 0.85 •1.4 0.18 HardioShinplo Shank X 2 siding 7/16 in. 30 217 184 169 168 142 131 -68 1 0 7 0.98 1.18 1 0.85 -1.4 0.18 Individual 0.221 in. nails thick 051.135 213 181 167 165 140 129 -68.1 0.73 1 01 1.19 1 0.85 -1.4 0.18 1/4 5.5 inches sheathing - 5 40 208 178 164 161 138 127 -98.1 0.79 1.04 1.22 1 0.85 -1.4 418 Cladding HD X 15 from bull complying 45 205 176 183 159 136 126 -68.1 0.785 1.065 1.245 1 0.85 -1 4 0.18 Shingles in.long edge with DOC- r siding mad 950 202 174 161 156 135 12$ -68.1 0.81 1.09 1.27 1 0.85 -1.4 018 PS2 55 199 172 ISO 154 134 124 -68.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 197 171 159 153 132 123 -68.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 163 145 136 126 112 105 -68.1 0.99 1.20 1,43 h>60 , 011); .1.71 0 18 1.Screws shall penetrate the metal framing at least three full threads. 2.Knurled shank pins shall penetrate the metal framing at least 114 inch. 3.Building height=mean roof height(in feet)of a building,except that eave height shall be used for root angle 0 less than or equal to 10"(2-12 roof slope). 4.V„=ultimate design wind speed 5.V„,,=nomiiial design wind speed 6.Linear interpolation of building height 5 6011)and wind speed is pumulted. 7 Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C8C Part 1 and Part 3:ic,=1,Kg=0.85.GCp-1.4(51160),GC„=-1.8(h>60).GC0=0.18. 1/j7�/J///iii,,i LIMITATIONS OF USE: :ff �j,AWA ry� %tt 1)Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. `,,1% �\ • ,/•.. - _ • �1 ,fir A� • M e•i� A0. * : z.•ccr siP l�OF (L• =.9�FF. FLOR�� `�� .. SSIONP\- II '''',1111///01 8