The URL can be used to link to this page

210 Poinsettia St RES19-0271 New Hardie Siding RESIDENTIAL PERMIT PERMIT NUMBER '\ CITY OF ATLANTIC BEACH RES19-0271 �YmISSUED: 10/2/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 3/30/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 210 POINSETTIA ST RESIDENTIAL ALTERATION NEW HARDIE SIDING OVER $13970.00 RESIDENTIAL EXISTING T1-11 TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170574 0000 SALTAIR SEC 03 COMPANY: ADDRESS: CITY: STATE: ZIP: Plair Homes Roofing & 1348 Beach Blvd Jackonville Beach Fl 32240 Construction OWNER: ADDRESS: CITY: STATE: ZIP: PERRY LINDSEY J 210 POINSETTIA ST ATLANTIC BEACH Fl 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000 322-1000 0 $120.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $60.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000 322-1006 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.45 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.30 Issued Date: 10/2/2019 1 of 2 ILAJ`'7, RESIDENTIAL PERMIT PERMIT NUMBER --,s� CITY OF ATLANTIC BEACH RES19-0271 5 z ISSUED: 10/2/2019 yf,�j,N 800 SEMINOLE ROAD EXPIRES: 3/30/2020 ATLANTIC BEACH. FL 32233 TOTAL:$235.75 Issued Date: 10/2/2019 2 of 2 /ry iA,y .,, City of Atlantic Beach APPLICATION NUMBER e: Building Department (To be assigned by the Building Department.) It� 800 Seminole Road \1 e;s t c , /lJ, 7 J Atlantic Beach, Florida 32233-5445 ' ( \ Phone(904)247-5826 • Fax(904)247-5845_____y q E-mail: building-deptcoab.us Date routed /(_.., City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z I O PDI IL?S ETTI a r Department review required Yes No f� Building-) Applicant: DL Pr 12 NooFCct . &Zoning I Tree Administrator Project: `` A 2i I E ( O 1 fUC Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. [ 4enied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING M I Reviewed by: / , ' Date: 9-M-if TREE ADMIN. Second Review: nApproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: , FIRE SERVICES Third Review: I 'Approved as revised. Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 DocuSign Envelope ID:E907E9C5-B315-4882-AOC2-96A03161C239 Building Permit Application Updated 10/9/18 �r . City of Atlantic Beach Building Department **ALL INFORMATION / 800 Seminole Road, Atlantic Beach, FL 32233 HIGHUGHTED IN GRAY 11 A 4 `111-0--- IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us FL 3ztiRes t c-1 C) i � Job Address: 2-t O Q011.1s ETrt. sr. ATA GNI'G ��/Permit Number: Legal Description 10"16 I6 -*ZS- 21E. SALTA+2 Sac 3 t,11/z. LAT SYS RE# 17 d S 7`f— 0060 Valuation of Work(Replacement Cost)$ 13 ci"�o. ua Heated/Cooled SF ! o Non-Heated/Cooled EC:, • Class of Work: ❑New ❑Addition Alteration DRepair :Wove ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ['Commercial Residential • If an existing structure,is a fire sprinkler system installed?: DYes O{No • Will tree(s)be removed in association with proposed_proiect? ❑Yes(must submit separate Tree Removal Permit) No Describe in detail the type of work to be performed: .7.05T�AAA-. N o•0.D;c. L A� (� A 5;Di.+ o �s16. {.I��x(s Tisist p4:0-)1t--ca T -v% Sip11JP� V.11 /."`ul tt0,4..{)Lt� +i .11" St40c. cA �.TAA . 3 lw�j. NG`.� ,J Florida Product Approval# c'L V \g .A..• for multiple products use product approval form Property Owner Information Name (-' -'i PE-90-1 Address 1--,l',, 90i t-1 ScTI"to Si City .ATi..p+ili.. S=fac.H State ¢-i- Zip 32 Z3> Phone %y• g$1 - i 3.3 E-Mail LtND5-Y 54'&1-12-'i t3 g ,A111--:.1 • c4,.. Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company g..Ai? ti Met Q-044, s CANS- -_ Qualifying Agent (DusS ft-Pa 2-- Address 331-3-t. Pt-Acr1 DL City ...Ad-s.. .0,--11 FL State H Zip 31 Z-Y(® Office Phone 9o�f•S 3S•�i % Job Site Contact Number goy-53 S• St, y Guss State Certification/Registration# CO-C-1;12 biol.- E-Mail Cuss PLAT(Z. 2 YAK Da. c- M Architect Name&Pi-wile A —_-.___-- Engineer's Name&Phone# Workers Compensation Insurer 5T4 s T OR Exempt 0 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 regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS, FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE R DPNGYOUR NOTICE OF COMMENCEMENT. _L> _ Lit4sul Puri DA1CF51A398342(Signature of Owner or Ag::,,.) , ignature of Contractor) Signed and sworn to(or affirmed)before me this 911 day of -••ned a d sworn t. or affikmeii)bef. e me,This day of pn,,,.rgt,. -1--v11 ,by�LL,..9 Qt ti�..r r by .V i - (:. i it:,--wtri of- Mg- yt• Notary Public State of Florida 1--,,,,,•.*: „. ,- TONI GINDLESPERGER f Guss Ellsworth Plair4 ,"`,'' '•° MY COMMISSION#FF 924951 [ ]Personally Known 0' � .• My Commission GG 277081 [ 1 Personally Knownt EXPIRES:October 6,2019 'Popo. Expires 1111512022 [4-Produced Identificati• o•o. [ ]Produce0 Iclenti{{Citicsanded Thru ota Public Underwriters & -n Type of Identification: -. _ type of Iderltff$Eatf 0 NOTICE OF COMMENCEMENT /, / (PREPARE IN DUPLICATE) Permit No. P �.lc L/ / vc-ir Tax Folio No. State of FLORIDA 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: 10-16 16-2S-29E SALTAIR SEC 3 N /2 LOT 548 Address of property being improved: 210 POINSETTIA ST. , ATLANTIC BEACH, FL 32233 General description of improvements: SIDING Owner LINDSEY PERRY Address 210 POINSETTIA ST. , ATLANTIC BEACH, FL 32233 Owner's interest in site of the improvement FEE SIMPLE Fee Simple Titleholder(if other than owner) Name Address Contractor PLAIR HOMES ROOFING & CONSTRUCTION Address 3323-1 PEACH DR. ,JACKSONVILLE, FL 32256 j��Phone No. 904.535.5688 Fax No. . �6urety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. 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 Lienor's Notice as provided in Section 713.06(2)(b), Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY 1 • �� OyVtlMER ' ' Signed: ,LAC 1/ DATE 1_ b Before me this h day of / (L`^rSit 2.- 1 in in the ��' County of Duval,State of Flori as personally a•p'ared e.!-(z.4-7 herein by C11.. �o himself/herself and affirms that all statements and declarations herein - 0 w Doc#2019204506, OR BK 18920 Page 426, are true and accurate ^ 3 m Number Pages:1 ;.=-, g Recorded LER4 AM, o 0 RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL tv ?m COUNTY otary Public at Large,State of County of �vAl. N__ y RECORDING $10.00 My commission expires: III I VS Z—Zti T Personally Known or of 0 Produced Identification a L. T a or 1LLNr . 41 'n, CITY OF ATLANTIC BEACH reA l 800 SEMINOLE ROAD J s) J-1_, ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/16/2019 Permit#: RES19-0271 Site Address: 210 POINSETTIA ST Review Status: DENIED RE#: 170574 0000 Applicant: Plair Homes Roofing & Construction Property Owner: PERRY LINDSEY J Email: gussplair@yahoo.com Email: LINDSEYJPERRY13@GMAIL.COM Phone: 535.5688 Phone: 9048811003 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Submit 2 copies of the Evaluation Report for the product approval number submitted for the James Hardie Building Products. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Revision Request/Correction to Comments **ALL INFORMATION yLts�.��i�.. HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. t5 800 Seminole Rd, Atlantic Beach, FL 32233 0;:,9�' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ' • l - , i Revision to Issued Permit OR I. I Corrections to Comments Date: `i• 1 -) -/ Project Address: ZI o loch S 6•Tri A S'1' , to iLAS--'i1 c Ga A(-(1, ( - 3 1-1-33 Contractor/Contact Name: Ci ss P - P- L,..)( e`A'ri_ (4 n4(5 R- 'cc, 7 Co.. nuc.-1-,'_.,-) Contact Phone: qoq, 3C $ Email: GLASS -PLAT IZ e y414.. . VM Description of Proposed Revision /Corrections: ATrACI-N D EVAt,v,Aril'ot-J (2-EP 0 : 1...►s tips:, asi orjs EL- 13192, . 2 Xr S'i A L,t. q pit..o:E LAP S;D i PJCI 0%g-ft- 6-x 5-Vi.�� S t( -I t 'P c . I (',uSS PL.0.t R— affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? k"No 1 Yes (additional s.f. to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? M.No ❑*Yes (additional increase in building value: $$ _) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: ..,.‘eA:' (Office Use Only) /Approved E Denied L I Not Applicable to Department Permit Fee 0 ue$ SO.00 Revision/Plan Review Comments Department Review Required: _0_4_ Buil anning &Zoning viewed By Tree Administrator Public Works Q Public Utilities _ / D - / - / / Public Safety Date Fire Services Updated 10/17/18 , (-1, -• I lig2 , 2 Florida Product Approval OFFICE COPY HardiePlank® Lap Siding • For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 17- 0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO-2687-17, or RIO-2688-17. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. 0 HardiePlank Ii cos Lap Siding JamesHardie EFFECTIVE MAY 2016 INSTALLATION REQUIREMENTS-PRIMED&COLORPLUS® PRODUCTS Visit www.hardieinstallation.com for the most recent version. SELECT CEDARMILL°•SMOOTH• CUSTOM COLONIAL'"SMOOTH• CUSTOM COLONIALL'ROUGHSAWN CUSTOM BEADED CEDARMILL°•CUSTOM BEADED SMOOTH •STRAIGHT-EDGE SHINGLE PLANK IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE''PRODUCT INSTRUCTION& INSTALLATION OF HZ10®PRODUCTS OUTSIDE AN HZ10®LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONETM APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE& HANDLING: © 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 score and snap,or 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.Carryplanks on edge. Protect 2. iser'of i.e following methods: 9 � a Best: i.Score and snap edges and corners from breakage.James t.Shears(manual,electric or pneumatic) -NEVER use a power saw indoors Hardie is not responsible for damage b.Better: i.Dust reducing circular saw equipped with a -NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark caused by improper storage and handling HardieBlade saw blade and HEPA vacuum extraction -NEVER dry sweep—Use wet suppression or NEPA Vacuum of the product. c.Good: i.Dust reducing circular saw with a HardieBlade saw blade (only use for low to moderate cutting) Important Note:For maximum protection(lowest respirable dust production),James Hardie recommends always using"Best"-level cutting methods where feasible. ....... .....0116... NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures.Additional exposure information is available :; at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements.if concern still exists about exposure levels or you i do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. sooesys GENERAL REQUIREMENTS: • HardiePlank'lap siding can be installed over braced wood or steel studs spaced a maximum of 24 in.o.c.or directly to minimum 7/16 in.thick OSB sheathing.See general fastening requirements.Irregularities in framing and sheathing can mirror through the finished application. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www.iamehardie.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap°Weather Barrier,a non-woven non-perforated housewrap',which complies with building code requirements. • When installing James Hardie products all clearance details in figs.3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes- typically a minimum of 6 in.in the first 10 ft.. Figure 1 Double Wall Single Wall • Do not use HardiePlank lap siding in fascia or trim applications. Construction Construction • Do not install James Hardie products,such that they may remain in contact with standing water. water-resistive barrier let-in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. plywood or 24 in.o.c.max. OSBsheathing • For larger projects,including commercial and multi-family projects,where the span of the Ily wall is significant in length,the designer and/or architect should take into consideration the `r coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie'Siding Products"at www.JamesHardie.com. /I / • DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie®Products. vio INSTALLATION: JOINT TREATMENT Nail line(ttnail One or more of the following joint treatment options Or Figure 2 ii , p stud line is not Iare required by code(as referenced 2009 IRC stud si# present place R703.10.2) �I"��h11�111 . ': fastener A.Joint Flashing(James Hardie recommends between 3/4 in.&1"from B.Caulking*(Caulking is not recommended INai 3/8 in.hill top of plank) \ di°11°for ColorPlus for aesthetic reasons as the edge of plank Hdl,'Caulking and ColorPlus will weatherOgdifferent) .For the same reason, flashin ter-resistiveY 9 -. ° barrier do not caulk nail heads on ° ° HardieZone'" °o ° ° o°° fastener ColorPlus products.) HardiePlank'siding ° C."H" jointer cover •°°°° 0, Install a 1 1/4 in.starter strip to „"-'- install planks in 0°o 0 o ensure a consistent plank angle moderate contact at butt joints leave appropriate gap between planks and trim,then caulk." Note:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. `Refer to Caulking section in these instructions. 'For additional information on HardieWrap°Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST James Hardie'products contain respirable crystalline silica,which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling:(1)work in outdoor areas with ample ventilation;(2)use fiber cement shears for cutting or,where not feasible,use a HardieStade0 saw blade and dust-reducing circular saw attached to a HEPA vacuum;(3)warn others in the immediate area;(4)wear a property-fitted,NIOSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up,use NEPA vacuums or wet cleanup methods-never dry sweep.For further information,refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE(1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. s» HS11119-P1/4 05/16 11-712. i >O CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs,Path,Steps to Siding - Z-Flashing tlirru MG c:ride bi / / }.. x4in 1 Min.%in. I-- Min• Do not caulk, 1 in.-2 in. in. '/� r air 1 in.-2 in. Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry 1 ' / -Flashing �' // Z Flashing 1 •hing/ --- -.._ Z FL.hin0101 I „„,11 ..... ! t./ 0111 /" Min.!��in. _hi , 1 . . .. Min.1/2 in. mo/ m./n in. ,,wib...„., Imo=mtNeepareares ,. Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension (Recommended in HZ1 R t Fla r'•r . Extend shingles 0.A. �.�—,„ Min.1/4 i r at least 1 in.out •Dr • caulk from the fascia � � �� when gutters � are present — FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank®lap siding products.Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing(Please see JH Tech bulletin 17 for exemption when doing a repair).Pin-backed corners may be done for aesthetic purposes Only.Pin-backs shall be done with finish nails only,and are not a substitute for blind or face nailing. BLIND NAILING FACE NAILING Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09 in.shank x 0.221 in.HD x 2 in.long) •6d(0.113 in.shank x 0.267 in.HD x 2 in.long) •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0.09 in.shank x 0.221 in.HD x 2 in.long) Screws-Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4 in.long x 0.375 in.HD)Screws •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 in.long x must penetrate 3 threads into metal framing. 0.323 in.HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfaste nails or equivalent(0.10 in.shank x 0.313 in.HD x 1-1/2 in. •ET&F pin or equivalent(0.10 in.shank x 0.25 in.HD x 1-1/2 in.long) long) Nails must penetrate minimum 1/4 in.into metal framing. Nails must penetrate minimum 1/4 in.into metal framing. OSB minimum 7/16 in. OSB minimum 7116 in. •Siding nail(0.09 in.shank x 0.221 in.HD x 1-1/2 in.long)' •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.75 in.long) _----.. •Ribbed Wafer-head or equivalent(No.8 x 1 5/8 in.long x 0.375 in.HD). stud 24 in. 0.C.max. � , Stud 24" --- A O'c'max *11416171 ( -- Figure 15 Figure 16 1 1/4 in.min. PIP --- ___ - '--- overlap ___� it --T Minimum overlap i 1 for Both Face -"" --- Nail Line/ „,.., � and Blind Nailing 1 3/4 in.-1 i . { Blind Nail / vu 9 I p ____1, -- r face nnailmin.1 1/4 in. ' ( ' s overlap -,- , rµ �� t -� ' - water resistive Water Resistive "I ) barrier 11/4”min. i -i/ Barrier IOverlap \ __ Laminate sheet to be removed immediately after installation of each course for ColorPlus®products. * When face nailing to OSB,planks must be no greater than 9 1/4 in.wide and fasteners must be 12 in.o.c.or less. **Also see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie Technical Bulletin USTB 17-Fastening Tips for HardiePlank®Lap Siding. HS11119-P214 05/16 N o GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel. James Hardie products can be hand nailed or fastened with a pneumatic tool. Electro-galvanized are acceptable but may exhibit premature corrosion. Pneumatic fastening is highly recommended. Set air pressure so that the James Hardie recommends the use of quality,hot-dipped galvanized nails. fastener is driven snug with the surface of the siding.A flush mount James Hardie is not responsible for the corrosion resistance of fasteners. attachment on the pneumatic tool is recommended. This will help control the Stainless steel fasteners are recommended when installing James Hardie® depth the nail is driven.If setting the nail depth proves difficult,choose a products near the ocean,large bodies of water,or in very humid climates. setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer-Does not apply for installation to steel framing). Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative-treated wood and aluminum products.Fasteners used to attach � 1141 11141 ; countersunk, HardieTrim Tabs to preservative-treated wood shall be of hot dipped fill&add nail zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush DO NOT DO NOT R317.3 or 2009 IBC 2304.9.5. I Under drive nails staple A Figure B • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. PAINTING • NOTE:Published wind loads may not be applicable to all areas where Local DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie® Building Codes have specific jurisdiction.Consult James Hardie Technical Products.James Hardie products must be painted within 180 days for primed Services if you are unsure of applicable compliance documentation. product and 90 days for unprimed.100%acrylic topcoats are recommended. • Drive fasteners perpendicular to siding and framing. Do not paint when wet.For application rates refer to paint manufacturers • Fastener heads should fit snug against siding(no air space).(fig.A) specifications.Back-rolling is recommended if the siding is sprayed. • Do not over-drive nail heads or drive nails at an angle. CUT EDGE TREATMENT • If nail is countersunk,fill nail hole and add a nail.(fig.B) • For wood framing,under driven nails should be hit flush to the plank with a Caulk,paint or prime all field cut edges.James Hardie touch-up kits are hammer(For steel framing,remove and replace nail). required to touch-up ColorPlus products. • NOTE:Whenever a structural member is present,HardiePlank should be fastened with even spacing to the structural member.The tables allowing CAULKING direct to OSB or plywood should only be used when traditional framing is For best results use an Elastomeric Joint Sealant complying with ASTM C920 not available. Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM • Do not use aluminum fasteners,staples,or clipped head nails. C834.Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions.Note:OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE •Care should be taken when handling and cutting James Hardie®ColorPlus®products.During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlus®Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePlank®lap siding with ColorPlus Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.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 usaae 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 HS1111 Q-P1/4 n../1 R - • COVERAGE CHART/ESTIMATING GUIDE Number of 12 ft.planks,does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK'LAP SIDING WIDTH SQ 51/4 61/4 71/4 71/2 8 81/4 91/4 91/2 12 (1 SQ=100 sq.ft.) (exposure) 4 5 6 61/4 6 3/4 7, 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 LUU i UUU 400 333 320 296 286 250 LOU 186 This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION:In accordance with ICC-ES Evaluation Report ESR-2290,HardiePlank®lap siding is recognized as a suitable alternate to that specified in:the 2006,2009,82012 International Residential Code for One- and Two-Family Dwellings,and the 2006,2009,&2012 International Building Code,.HardiePlank lap siding is also recognized for application in the following:City of Los Angeles Research Report No.24862,State of Florida listing FL#889,Dade County,Florida NOA No.02-0729.02,U.S.Dept of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23,City of New York MEA 223-93-M,and California OSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. 0 2016 James Hardie Building Products. All rights reserved. Additional Installation Information, TM,SM,and®denote trademarks or registered trademarks of James Hardie Technology Limited.El is a registered trademark Warranties,and Warnings are available at ® �amesHardie of James Hardie Technology Limited. www.jameshardie.com olnelfast is a registered trademark of ET&F Fastenina Systems.Inc. HR1111Q-P4/4 nsiiR tC, — , Q2 . L OFFICE COPY PROJECT RIO-2688-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE®BRAND FIBER-CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1; RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 2A THROUGH TABLE 2C, ALLOWABLE DESIGN LOADS BY PLANK WIDTH 4 DESIGN WIND LOAD PROCEDURES 5 TABLE 3. COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 5 TABLE 4. ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 6 TABLE 5. ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 6 TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 6 TABLE 7. ALLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING 7-12 LIMITATIONS OF USE 12 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7- 10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA&ASSOCIATES, INC. 16835 QUIN STREET#443 41,/i/r/BEACH. CA 9 649 ��00' OGA`/''s'''- 714-292-2602 ss� , . I HUNT NG ON • 714-847-4595 FAX ' � 4§.0 121 ,o4� 121 : * a * _ S AOr F :47 A. SIGNAL 1 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT_RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT HardiePlank®Lap Siding James Hardie Product Trade Names covered in this evaluation: HardiePlank®Lap Siding,CemPlank®Siding,Prevail'.Lap Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 International Building Code® EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePlank(CemPlank,Prevail Lap)siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1.Intertek Report 3148104C00-002,Transverse load testing on HardiePlank and HardiePanel Fiber-Cement panels 2.Intertek Report 100717048C0Q-003,Transverse load testing on HardiePlank and HardieShingle 40,/,,,,,,,,, ' • �� • i0 4121 ): i �'p�'• FLOR�a� 74sI:11 °SIO NAL 2 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table 1.Results of Transverse Load Testing Report Number 3148104C0Q-002 3148104C0Q-002 100717048C0Q-003 100717048000-003 Test Agency Intertek Intertek Intertek Intertek Thickness(in.) 0.3125 0.3125 0.3125 0.3125 Width(in.) 5.25 9.25 8.25 8.25 Wood 2"x 4"SPF Wood 2"x 4"SPF Wood 2"x 4"SPF Wood 2"x 4"SPF Frame Type w/7116" w/7/16" w/7/16' w/7/16" OSB sheathing OSA sheathing OSB sheathing OSB sheathing Frame Spacing(in.) 12 12 8 6 Fastener Type #8 waferhead screw,1 #8 waferhead screw.1- 4d ring shank siding 4d ring shank siding 5/8"x 0.375"1-10 5/8"x 0.375"HD 1.5"x 0.090"x 0.215" 1.5"x 0.090"x 0.215" Fastener Length(inches) 0.625 1.625 1.5 1.5 Fastening Method Blind nailed to OSB Blind nailed to OSB Blind nailed to OSB Blind nailed to OSB Ultimate Load(psf) 310.4 138.8 152 198 Design Load(psf) 103.5 46.3 50.7 66.0 Effective Tributary Area(ft') 0.333 0.667 0.389 0.292 Fastener Load.as tested (lb/fastener) 34.5 30.8 19.7 19.3 Adjusted withdrawal design bad Calculated fastener withdrawal load is compared with the ,Adie stener), ra 35.6 35.6 test result and the more conservative one will be used. (lb/faNet Fastener Penetration(in.),P 0.437 0.437 Wood Specific Gravity,G 0.70 0.70 Nail Shank Diameter(in.),D 0.090 0.090 Withdrawal design value per NDS 2015 or ESR-1539(lb/in.penetration), 50.9 50.9 W 1.Allowable design load is determined from ultimate load divided by a factor of safety of 3. 2.HardiePlank Siding complies with ASTM C1186,Standard Specification for Grade It Type A Non-asbestos Fiber-Cement Flat Sheets. 3.An equivalent spec gravity of 0.70 for ring shank nails installed on OSB is recommended by APA TT-039C. 4.Calculated fastener withdrawal load is compared with the test result,and then the more conservative one will be used. For all cases in the table,the adjusted withdrawal design value,W,is calculated as W=CD•W•P Where, CD=toad duration factor per NDS-2015 Table 2.3.2 for wind/earthquake load=1.6 W=withdrawal design value,calculated per NDS-2015 or ESR-1539,whichever applicable P=fastener embedment depth,in. When nail shank.D,a 0.099 inch but 0 0.375 inch for smooth shank nails,NDS-2015 equation(11.2-3)is used to calculate withdrawal design value W=1380`G(5/2)•D Where, G=wood specific gravity per Table 11.3.3A D=nail shank diameter,in. When nail shank,0,is less than 0.099 inch,or in the case of ring shank nails, the withdrawal design values were obtained from ICC-ES ESR-1539 Table 2. +''ofir////1/fie,,,' '°Q`\•OGAW. 47) .�`0 11121 a s t EBF .•4%�: �'p '• FLORA©f-41 FSSIONR\- •«rr+`'. ioss� 3 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com For Table 2A to 2C the designs loads will be calculated by proportioning the tributary area to each fastener,thereby design load to each fastener will be kept constant. By doing so,the allowable design load for various HardiePlank widths arid stud spacing will be determined. Table 2A,Allowable Design Loads Based on Constant Fastener Load,#8 wafer head screw x 0.375"HD,fasteners concealed(blind screw)at 12"O.C.to WSP sheathing only For 5.25 inch wide HardiePlank. Design load=ultimate failure load/FOS=-310.4 psf/3=-103.5 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((5.25-1.25)X 12)/144=0.333 sq.ft. Fastener load=design load X tributary area=-103.5 X 0.333=-34.5 pounds For 9.25 inch wide HardiePlank. Design load=ultimate failure load/FOS=-138.8 psi/3=-46.3 psi Effective tributary=((plank width exposed to weather X fastener spacing)/144)_((9.25-1.25)X 12)/144=0.667 sq.ft. Fastener bad=design load X tributary area=-46.3.5 X 0.667=-30.8 pounds The fastener loads for all other plank widths were linear inferptated from the two tests based on plank width Calculated allowable design load=fastener load tested condition divided by area tributary for the condition to be calculated m noo m .0o o ^ m y J m a = rom c c T s m e c _. HardiePlank Width =aE vu Vi= a^ 0 m 2 y O ca n N• 2(inches) 1- U S LL CO:. W H Q a a u J 5.25 -310.4 12 0.333 -103.5 -34.5 6.25 12 0.417 -80.6 -33.6 7.25 12 0.500 -65.3 -32.7 7.5 12 0.521 -62.3 -32.4 8 12 0.563 -56.9 -32.0 8.25 12 0.583 -54.4 -31.8 9.25 -138.8 12 0.667 -46.3 -30.8 9.5 12 0.688 -44.5 -30.6 12 12 0.896 -31.6 -28.3 Table 28,Allowable Design Loads Based on Constant Fastener Load,4d ring shank siding nail(1.5'x0.09"x0.216"),fasteners concealed(blind nail)at 8"O.C.to WSP sheathing only For 8.25 inch wide HardiePlank' Design load=ultimate failure load/FOS=-152 psf/3=-50.7 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((8.25-1.25)X 8)/144=0.389 sq.ft. Fastener toad=design load X tributary area=-50.7 X 0.389=-19.7 lbs The fastener loads for al other plank width were calculated based on the same fastener load Calculated allowable design load=fastener load tested condition divided by area tributary for the condition to be calculated m d a . m m O m m OoN al J .:'.4,'- ' a= m c °n c mHardiePlank Width "c E_ mvao oy� 18 (inches) 1�'U 5 LL(n'C W H 3 a a- LL J 5.25 8 0.222 -88.7 -19.7 6.25 8 0.278 -70.9 -19.7 7.25 8 0.333 -59.1 -19.7 7.5 8 0.347 -56.7 -19.7 8 8 0.375 -52.5 -19.7 8.25 -152 8 0.389 -50.7 -19.7 9.25 8 0.444 -44.3 -19.7 9.5 8 0.458 -43.0 -19.7 12 8 0.597 - -33.0 -19.7 Table 2C,Allowable Design Loads Based on Constant Fastener Load,4d ring shank siding nail(1.5'x0.09"x0.215"),fasteners concealed(blind nail)at 6"O.C.to WSP sheathing only For 8.25 inch wide HardiePlank. Design load=ultimate failure load/FOS=-198 psf/3=-50.7 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((8.25-1.25)X 6)/144=0.292sq.ft. Fastener load=design load X tributary area=-66 X 0.292=-19.3 lbs The fastener loads for aR other plank width were calculated based on the same fastener load 1/;/I//l, Calculated allowable design load=fastener load tested condition divided by area tributary for the condition to be ca)cu)a�d 1 i o y ,�f1 �\. OGAIN, • y m v m y > ea 0. � it HardiePlankWidth d m m1 a u o a N o.0 ir.L�m` W rc Q a \\� r 5.25 6 0.167 -115.8 -19.3 6.25 6 0,208 -92.6 -19.3 (!�; S. - Al 2 7.25 6 0.250 -77.2 -19.3 ; '* ` 7a 6 0281 -68.6 -19.3 . -O STATE OF :' 41:- 8.26 ; -198 6 0.292 -66.0 -19.3 = - '-, t� • (' <///�� 9.25 6 0.333 -57.9 -19.3 -- U,r ••.FC0R1�P••'•• v ',/ 9.5 6 0.344 -56.1 -19.3 Fra 1\( 12 6 0.448 -43.1 -19.3 "i vS/ONA` Q 1 ��iii(�/tili/11 4 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info©jamesh ardie.com DESIGN WIND LOAD PROCEDURES: Fiber-cement siding transverse toad capacity(wind load capacity)is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design toad is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design load is based on factor of safety of 3,allowable design loads on fiber-cement siding correlate directly to required design pressures for Allowable Stress Design,and therefore should be used with combination loading equations for Allowable Stress Design(ASD). By using the combination loading equations for Allowable Stress Design(ASD),the tested allowable design loads for fiber-cement siding are aligned with the wind speed requirements in ASCE 7-10 Figure 26.5-1A,Figure 26.5-1B,and Figure 26.5-1C. For this analysis,to calculate the pressures in Tables 4,5,and 6,the load combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using 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,,Kd'V2 (ref.ASCE 7-10 equation 30.3-1) q,,velocity pressure at height z K_,velocity pressure exposure coefficient evaluated at height z K„,topographic factor lc,wind directionality factor V.basic wind speed(3-second gust MPH)as determined from[2015 IBC,2017 FOC]Figures 1609.3(1),(2)or(3);ASCE 7-10 Figures 26.5-1A,8, or C Equation 2, V=V,,„ (ref.2015 IBC&2017 FBC Section 1602.1 definitions) V,. ,ultimate design wind speeds(3-second gust MPH)determined from[2015 IBC,2017 FEC]Figures 1609.3(1),(2)or(3);ASCE 7-10 Figures 26.5- 1A,B,or C Equation 3, p=q,'(GC;GCp,) (ref.ASCE 7-10 equation 30.6-1) GC,,product of external pressure coefficient and gust-effect factor GC,.,product of internal pressure coefficient and gust-effect factor p,design pressure(PSF)for siding(allowable design load for siding) To determine design pressure,substitute q,into Equation 3, Equation 4, p=0.00256`K,*K,,*Kd'V,t2'(GCr GCP,) Allowable Stress Design,ASCE 7-10 Section 2 4.1,load combination 7, Equation 5, 0.6D+116W (ref.ASCE 7-10 section 2.4.1,load combination 7) D,dead load W,wind load(load due to wind pressure) To determine the Allowable Stress Design Pressure,apply the load factor for W(wind)from Equation 4 top(design pressure)determined from equation 4 Equation 6, pa„=0.61p] Equation 7, p,,,=0.610.002561K,1Kn Kd'V, 2'(GCP 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 for V„., Equation 8, V,,,,=(psdl0.6'0.00256*VKe`Kd'(GCr GCe))os Applicable to methods specified in Exceptions I through 3 of(2015/BC,2017 FBC]Section 1609.1.1,to determine the allowable nominal design wind speed(Vasd)for Hardie Siding in Table 7,apply the conversion formula below. Equation 9, V,,,=V„q'(0.6)as (ref 2015 IBC&2017 FBC Section 1609.3.1) Va„,Nominal design wind speed(3-second gust mph) (ref.2015 IBC&2017 FBC Section 1602.1) Table 3,Coefficients and Constants used in Determining V and p, l t(/ ////i,i,,s. lc Wall Zone5 ,!1l/ OGA IA Height(ft) Exp B Exp C Exp D K, Kit GC, GC,„ 0 `• "' ry + 0-15 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 1 0 •• •'° - 20 0.7 0.9 1.08 1 0.85 -1.4 0.18 0 . NS.' 25 0.7 0.94 1.12 t 0.85 -1.4 0.18 \, ` 30 0.7 0.98 1.16 1 0.85 -1.4 0.18 \� �� 1 i 35 0.73 1.01 1.19 1 0.85 -1.4 0.18il" /, •4121 e. ! v� : * ? 40 0.76 1.04 1.22 1 0.85 -1.4 0.18 !. 45 0.785 1.065 1.245 1 - 0.85 -1.4 0.18 , 50 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 1.11 1.29 1 0.85 -1.4 0.18 -o• ' ••. STATE OF �� `� 60 0.85 1.13 1.31 1 0.85 -1.4 0.18 - �p ••••.-L 0 R01?...• i� lOU 0.99 1.26 1.43 h>60 1 0.85 -t.8 0.18 �-�^ 1 )' ''',,,,,,,,,000-(cSS1ONAl- `t t s''!",,,,/Ilft0 5 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com Table 4,Allowable Stress Design-Component and Cladding(CBC)Pressures(PSF)to be 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 Height(ft) B B B B B B B B B B B B , B , B 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -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 -45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 _ -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 - -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5 60 -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(CBC)Pressures(PSE)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 Height(ft) C C C C C C C C C C C C C C 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 -43.1 -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 -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 -94.1 -105.5 -117.6 -130.3 -143.6 Table 6,Allowable Stress Design-Component and Cladding(CBCT Pressures(PSFI 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 0 D D D D D D D D D D D D 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 41.6 -47.8 -54.4 -61.4 -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 -50.1 -57.0 -64.4 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 - -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 ' -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 -30.5 -33.3 -36.242.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 ' -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4 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 the 2015 IBC,2015 IRC and the 2017 Florida Building Code. �,1�'��OGA,I�i a��1, j22i•� , •-o STATE OF v� �ca�F. F(OR c ,4 k, ...- tONA %%r '"....s..irsirr ` 6 RONALD I.OGAWA ASSOCIATES.INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com -- t '' o/`///////i,,, Ito A `i -s .. W4 Table 7,Allowable Wind Speed(mph)for HardiePlank Lap Siding(Analytical Method in ASCE 7-10 Chapter 30 CBC Part 1 and Pati • 41 2E sit • �;. 2015 IBC,2017 FBC 2015/BC,2017 FBC ^'•• •::::. wAllowable,Ultimate Allowable,Nominal " ♦� • `Design Wind,Speed, Design Wind,Speed, \ Ias as . • % (3-second gust mph) (3-secnd gust mph) `q� STA :• �" �Applicable to methods �r specified in[2015 IBC. Applicable to methods CQ '••. y 2017 FBC]Section specified in Exceptions 1 ,1 1609.1.1.as determined by through 3 or[2015 IBC, ` FE'S/p NM_• EAG fff Figures 111609.317 31),(2))or CI 20171609,1Section r� ''',17//f+/I//'I (3). Coefficients used in Table 6 calculations for V, Wind exposure categorylWind exposure category, Siding K, Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height' ' B C D B C D Design (inches) (inches) Type Spacing Type (inches) (feet) Load (PSF) Exp B Exp C Exp D K„ 1(d GC, GC,; - 0-15 268 243 221 207 188 171 -103.5 0.7 0.85 1.03 5560 1 0.85 -1.4 0.18 20 268 236 216 207 183 167 -103.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 Na.8 x 1- 2X4 wood 25 268 231 212 207 179 164 -103.5 0.7 0,94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 268 226 208 207 175 161 -103.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 262 223 205 203 173 159 -103.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5116 5.25 bbed screwed framing, 12 40 257 220 203 199 170 157 -103.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 riwaferhead to WSP 7/16"thick 45 253 217 201 196 168 155 -103.5 0,785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 249 215 199 193 166 154 -103.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws' sheathing 55 246 213 197 190 165 153 -103.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 243 211 196 188 163 152 -103.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 201 178 167 156 138 130 -103.5 0.99 1.28 1.43 h>60 1 0.85 -1.8 0.18 0-15 236 214 195 183 166 151 -80.6 0.7 0.85 1.03 5060 1 0.85 -1.4 0.18 20 236 208 190 183 161 147 -80.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 236 204 187 183 158 145 -80.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 236 200 184 183 155 142 -80.6 0.7 0.98 1.16 1 0.85 -14 0.18 0.375"HD Blind steel 35 231 197 181 179 152 140 -80.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 6.25 ribbed screwed framing, 12 40 227 194 179 176 150 139 -80.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 waferhead to WSP 7/16"thick 45 223 192 177 173 148 137 -80.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 220 189 175 170 147 136 -80.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws6 sheathing 55 217 188 174 168 145 135 -80.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 214 186 173 166 144 134 -80.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 _ 100 177 157 148- 137 122 114 -80.6 0.99 1.26 1.43 5>60 1 0.85 -1.8 0.18 0-15 213 193 ' 175 165 150-r136 -65.3 0.7 0.85 1.03 5060 1 0.85 -1.4 0.18 20 213 188 171 165 145 133 -65.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 213 184 168 165 142 130 -65.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 213 180 165 165 139 128 -65.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 208 177 163 161 137 126 -65.3 0.73 1,01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.25 ribbed screwed framing, 12 40 204 175 161 158 135 125 -65.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 waferhead to WSP 7/16"thick 45 201 172 159 156 134 124 -65.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 198 170 158 153 132 122 -65.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws' sheathing 55 195 169 157 151 131 121 -65.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 193 167 155 150 130 120 -65.3 0.85 r 1.13 1.31 1 0.85 -1.4 0.18 100 160 142 133 124 110 103 , -65.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 208 188 171 161 146 133 -62.3 0.7 0.85 1.03 5060 1 0.85 -1.4 0,18 20 208 183 167 161 142 130 -62.3 0.7 0.9 198 1 0,85 -14 0.18 No.8 x 1- 2X4 wood 25 208 179 164 161 139 127 -62.3 0.7 ' 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 208 176 161 161 136 125 _ -62.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 203 173 159 158 134 123 -62.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.5 ribbed screwed framing, 12 40 199 170 157 154 132 122 -62.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 waferhead to WSP 7/16"thick 45 196 168 156 152 130 121 -62.3 0.785 1.065 1.245 1 0.85 -1.4 0,18 WSP 50 193 166 154 150 129 119 -62.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws' sheathing 55 191 165 153 148 128 119 -62.3 0.83 1.11 _ 1.29 1 0.85 -1.4 0.18 60 188 163 152 146 127 118 -62.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 156 138 130 121 107 • 101 -62.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 198 180 , 164 154 139 127 -56.9 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 198 175 160 154 136 124 -56.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 198 171 157 154 133 122 -56.9 0.7 0.94 1.12 1 0.85 -1,4 0.18 5/8"long x or 20 ga. 30 198 168 154 154 130 119 -56.9 01 0.98 1.16 _1 0.85 -1.4 0.18 0.375"HD Blind steel 35 194 165 152 151 128 118 -56.9 0.73 1.01 1.19 1 0,85 -1.4 0.18 HardiePlank 5/16 8 ribbed screwed framing, 12 40 190 163 150 148 126 116 -56.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 waferhead to WSP 7/16"thick 45 187 161 149 145 125 115 -56.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 184 159 147 143 123 114 -56.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 SCA ews6 sheathing 55 182 158 146 141 122 113 -56.9 0.83 1.11 129 1 0.85 -1.4 0.18 60 180 156 145 139 121 112 -56.9 0.85 1.13 1.31 1 985 -1.4 0.18 100 149 132 124 115 _ 102 96 -56.9 0.99 1.26 1.43_h>601 1 0.85 -1.8 0.18 7 • RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. ^^,i nfo�jameshardie.com 111111'1�,• O GA , 1-888-542-7343 " � \\111 `VI,0 • I44 4. ' ` 2015 IBC,2017 FBC 2015 IBC,2017 FBC r : N. 0 121 Allowable,Ultimate Allowable,Nominal Design VYknd,Speed, Design Wind,Speed, *. y :, v,...., V' 4,e, : • 7C R (3-second gust mph) (3-second est mph) _='12 % STATE OF 4 Appic�le to methods J•' t� ..t.\1/4.1 A specified in[2015 IBC, Applicable to methods �ic�,•'�� R ID P•.'• •v 11 2017 PBC]Section specified in Exceptions 1 .'1''..`" ('1;•........•l''..... 4.(s/ 1 1 1609.1.1.as determined by through 3 of[2015 IBC, lJ O > !!/�11) [2015 IBC,2017 RAC] 2017 FBC]Section NAL {/ Figures 1609.3(1),(2)or 1609.1.1. ��i� //II P (3). Coefficients used In Tab�CaGaaaorls for V,d, Wind exposure category Wind exposure categorySiding Product Fastener Building O1N e Product Thickness Width Fastener Fastener FrameSpacingHeightt'2 B C D B C D Design (inches) (inches) Type Spacing Type (inches) (feet) load (Ps> Exp B Exp C Exp D Ke K, GC,, GCr 0-15 194 176 160 150 136 124 -54.4 r 0.7 0.85 1.03 h580 1 0.85 -1.4 0.18 20 194 171 156 150 133 121 -54.4 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 194 168 153 150 130 119 -54.4 0.7 0.84 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 194 164 151 150 127 117 -54.4 0.7 0.98 1.18 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 190 162 149 147 125 115 -54.4 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardlePlank 5/16 8.25 ribbedscrewed framing, 12 40 186 159 147 144 • 123 114 -54.4 0.78 1.04 1.22 1 0.85 -1.4 0.18 waferhead to WSP 7/16'thick 45 183 157 146 142 122 113 -54.4 0.785 1.065 1.245 k 1 0.85 -1.4 0.18 WSP 50 180 156 144 140 121 112 -54.4 0.81 1.09 _ 1.27 1 0.85 -1.4 0.18 screws' sheathing 55 178 154 143 138 119 111 -54.4 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 176 153 142 136 118 110 -54.4 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 146 129 121 113 100 94 -54.4 0.99 1.26 1.43 h"60 1 0.85 -1.8 0.18 0-15 179 162 148 139 126 114 -48.3 0.7 0.85 1.03 hs80 1 0.85 -1.4 0.18 20 179 158 144 139 122 112 -48.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.B x 1- 2X4 wood 25 179 154 142 139 120 110 -48.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 518"long x or 20 ga. 30 179 151 139 139 117 108 -46.3 0.7 0.98 1.16 1 0.85 -14 0.18 0.375"HD Blind steel 35 175 149 137 136 115 106 -46.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.25 ribbed screwed framing, 12 40 172 147 136 133 114 105 -46.3 0.76 1.04 122 1 ass -1.4 0.18 waferhead to WSP 7/16"thick 45 169 145 134 131 112 104 -46.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 166 143 133 129 111 103 -46.3 0.81 1.09 1.27 1 0,85 -1.4 0.18 screws6 sheathing 55 164 142 132 127 110 102 -46.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 162 141 131 126 109 101 -46.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 134 119 112 104 92 87 -48.3 0.99 1.28 1.43 tv60 1 0.85 -1.8 0.18 0-15 176 159 145 136 123 112 -44.5 0.7 0.85 1.03 h880 1 0.85 -1.4 0.18 20 176 155 141 136 120 109 _ -44.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 176 152 139 136 117 108 -44.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8'long x or 20 ga. 30 176 148 136 136 115 106 -44.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 172 146 135 133 113 104 -44.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.5 ribbed screwed framing, 12 40 169 144 133 131 ' 112 103 -44.5 0.78 1.04 1.22 1 0.85 -1.4 0.18 �fiead to WSP 7/16'thick 45 166 142 132 128 110 102 -44.5 0.786 1.085 1.245 1 0.85 -1.4 0.18 waWSP 50 163 141 130 126 109 101 -44.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 scrscrews sheathing 55 161 139 129 125 108 100 -44.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 159 138 128 123 107 99 -44.5 0.85 1.13 1,31 1 0.85 -1.4 0.18 100 132 117 - 102 91 " - ` -44.5 0.99 126 1,43 h>60 1 0.85 -1.8 0.18 0-15 148 134 „, 122 115 104 94 -31.6 0.7 0.85 1,03 1%60 1 0.85 -1.4 0.18 20 148 131 119 115 101 92 -31.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 148 128 117 115 99 91 _ -31.6 . 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 148 125 115 115 97 89 -31.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 145 123 113 112 95 88 -31.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 12 ribbed screwed framing, 12 40 142 121 112 110 94 87 -31.6 0.78 1.04 1.22 1 0.85 -1.4 0.18 waferhead to WSP 7/16'thick 45 140 120 111 108 . 93 86 -31.8 0.785 1065 1.245 1 0.85 -1.4 0.18 s WSP 50 138 119 - 107 92 - -31.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 136 118 - 105 91 - -31.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 134 116 - _ 104 90 - -31.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 111 - - 86 - ,. - -31.8 0.99 1.28 1.43 h-,60 1 0.85 -1.8 0.18 0-15 248 225 204 192 174 158 -88.7 0.7 X0.85 1.03 h560 1 0,851-1.4 0.16 20 248 219 199 192 169 155 -88.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 248 214 196 192 166 152 -88.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 248 209 192 192 162 149 -88.7 0.7 0.98 1.18 k 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 243 206 190 188 160 147 -88.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 5.25 X 1.5.long nailed to framing, 8 40 238 ' 203 188 - 184 157 145 -88.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16'thick 45 234 201 186 181 156 144 -88.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 nal' WSP 50 230 199 184 178 154 143 -88.7 0.81 1.08 127 1 0.85 -1.4 0.18 sheathing 55 228 197 183 176 152 141 -88.7 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 225 195 181 174 151 140 -88.7 0.85 1.13 1.31 1 1185 -1.4 0.18 100 186 165 155 144 128 120 -88.7 0.99 1.26 1.43 hu60 1 0.85 -1 8 0.18 8 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,02 CA 92649 411111//0//;�/i��i.� 714-847-4595 FAX 144 \' •Wq PROJECT:RIO-2688-17 „4„0„,,,....,.,,,, 14 ,RR__ �e ... JAMES HARDIE BUILDING PRODUCTS,INC. Y ... 1-888-542-7343 mfo©jameshardie.com ' O. 2 t .1 • • 4 C 1. 2015 IBC,2017FBC 2015 IBC,2017FBC �-(� ST�`E Or ��:Ni\'%1S Allowable,Ultimate Allowable,Nominal }� La RV - �-144.14.4. Design Wind,Speed, Design Wind,Speed, •;-•••.,35gu V,� • v,., `SSI O N A� 4 (3-second gust mph) (3-second gust mph) Applicable to methods ''''ssi‘/////11 specified in[2015 IBC, Applicable to methods 2017 FBCI Section specified in Exceptions 1 1609.1.1.as determined by through 3 d[2015(BC, [2015 IBC,2017 FBC) 2017 FBC)Section Figures 1609.3(1),(2)or 1609.1.1. (3). Coefficients used In Table 6 calculations for VW, Wind elosure category Wild exposure category' Siding fG Product Fastener Building All ab4e W Product Thickness dth Fastener Fastener Frame Spacing Height" B C D B C D Design (inches) (inches) Type Spacing Type (inches) (feet) Load r (PSF) Exp B Exp C Exp D ic, Ka GC, SC,. 0-15 222 201 183 172 156 142 -70.9 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 222 195 178 172 151 138 -70.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 222 191 175 172 148 136 -70.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 222 187 172 172 145 133 -70.9 0.7 0.98 1.16 , 1 0.85 -1.4 0.18 0.215'HD Blind steel 35 217 185 170 168 143 132 -70.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 6.25nailed to framing, 8 40 213 182 168 165 141 130 -70.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long ring shank WSP 7/16'thick 45 209 180 166 162 139 129 -70.9 0.785 1.065 1.245 1 0.85-1.4 0.18 nags WSP 50 206 178 165 160 138 127 -70.9 0.81 1.09 1.27 1 0.85 -t4 0.18 sheathing 55 204 176 163 158 136 126 -70.9 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 201 174 162 156 135 125 -70.9 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 166 148 139 129 _ 114 107 -70.9 0.99 1.26 1.43 h>60 1 0.85 -1 8 0.18 0-15 202 184 167 157 142 129 -59.1 0.7 0.85 1.03 h560 1 0.85 r-1.4 0.18 20 202 178 163 157 138 126 -59.1 0.7 0.9 1.06 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 202 175 160 157 135 124 -59.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 202 171 157 157 132 122 -59.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 198 168 155 153 130 120 -59.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.25nailed to framing. 8 40 194 166 153 150 129 119 -59.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5'long WSP 7/16"thick 45 191 164 152 148 127 118 -58.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 188 162 150 146 126 116 -59.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 186 161 149 144 124 115 -59.1 0.83 1.11 129 1 0.85 -1.4 0.18 60 184 159 148 142 123 115 -59.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 152 135 126 118 104 98 -59.1 0.99 1.26 1.43 h>80 1 0.85 -1.8 0.18 0-15 198 180 163 154 139 127 -56.8 0.7 0.85 1.03 hs80 1 0.85 -1.4 0.18 20 198 175 160 154 135 124 -58.8 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 198 171 157 154 133 121 -56.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 198 168 154 154 130 119 -56.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 194 165 152 150 128 118 -56.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardlePlank 5/16 7.5X 1.5"long nailed to framing, 8 40 190 163 150 147 126 116 -56.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 187 161 149 145 124 115 -56.8 0.785 1.065 1.245 1 0.85 -1.4 0.18 mai s WSP 50 184 159 147 143 123 114 58.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 182 157 146 141 122 113 -58.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 180 156 145 139 121 112 -58.8 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 149 132 124 115 102 96 -56.8 0.99 k 126 1.43 1,>60 1 0,85 -1.8 0.18 0-15 191 173 157 148 134 122 -52.5 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 191 168 154 148 130 119 -52.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 191 165 151 148 128 117 -52.5 ' 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 191 161 148 148 125 115 -52.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 187 159 146 145 123 113 -52.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8nailed to framing, 8 40 183 156 144 142 121 112 -52.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long ring shank WSP 7/16"thick 45 180 155 143 140 120 111 -52.5 '0.785 1.065 1.245 1 0.85 -1.4 0.18 mai s WSP 50 177 153 142 137 118 110 -52.5 0.81 1.09 127 1 0.85 -1.4 0.18 sheathing 55 175 151 141 136 117 109 -52.5 0.83 1.11 1.29 1 0.85 -1.4•0.18 60 173 150 139 134 116 108 -52.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 143 127 119 111 98 92 -52.5 0.99 1.28 1.43 h>60 1 0.85 -1.8 0.18 0-15 187 170 154 145 132 120 " -50.7 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 187 165 151 145 128 117 -50.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 187 162 148 145 125 115 -50.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 187 158 146 145 123 113 -50.7 0.7 0.98 1.16• 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 183 156 144 142 121 111 -50.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8.25X 1.5"long nailed to framing, 8 40 180 154 142 139 119 110 -50.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 177 152 140 137 118 109 -50.7 0.785 1.085 1.245 1 0.85 -1.4 0.18 mai s WSP 50 174 150 139 135 116 108 -50.7 0.81 1.09 127 1 0.85 -1.4 0.18 sheathing 55 172 149 138 133 115 107 -50.7 0.83 1.11 129 1 0.85 -1.4 0.18 60 170 147 137 132 114 106 -50.7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 141 125 117 109 97 91 _ -50.7 0.99 1.26 1.43 4,60 1_0.85 -1.8 0.18 9 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 Sill ///////ii��i�' JAMES HARDIE BUILDING PRODUCTS,INC. 1tf ll OGAw 1-888-542-7343 141 info@jameshardie.com �1,,�� / r • • Nit4121 • 20151BC,2017 FBC 2015 IBC,2017 FBC ` Allowable,Ultimate Allowable,Nominal - * ' * 14 Design Wind,Speed, Design Wind,Speed. >� STATE OF •:•��'�` 35 ,,5 UJI Vaso L' (3-second gust mph) (3-second gust mph) CK,--- /C'4 OR`�P••-• (/ 'i% Applicable to methods - (Cn --•.......• •••- � /1 specified in[2015 IBC, Applicable to methods ii77s/o�a` X �,f 2017 FBC]Section specified in Exceptions 1 !llxxJJJ(( 1609.1.1.as determined by through 3 of[2015 IBC, so'esOfJ//////,'' [2015 IBC,2017 FBC] 2017 FBC)Section Figures 1609.3(1),(2)or 1609.1.1. (3). Coefficients used in Table 6 calculations for V,0 Wind exposure category Wind exposure category Siding K., 1 1 Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height'' B C D B C D Design (inches) (inches) Type Spacing Type Load (inches) (feet) (PSF) Exp B Exp C Exp D K,, K, GC, GCp 0-15 r 175 159 144 136 123 112 c -44,3 0.7 i 0.85 1.03 hs60 r1 0.85 -1.4 0.18 20 175 155 141 136 120 109 -44.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 175 151 139 136 117 107 -44.3 0.7 0.94 1.12 1 0.85 -1_4 0.18 shank X or 20 ga. 30 175 148 136 136 115 105 -44.3 0.7 0.98 1.16 1 0.85 -1.4 0,18 0.215"HD Blind steel 35 172 146 134 133 113 104 -44.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 925X 1.5"long nailed to framing, 8 40 168 144 133 130 111 103 -44.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 165 142 131 128 110 102 -44.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 163 140 130 126 109 101 -44.3 0.81 1,09 1.27 1 0.85 -1.4 0.18 nail b sheathing 55 161 139 129 125 108 100 -44.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 159 138 128 123 107 99 -44.3 0,85 1.13 1.31 1 0.85 -1.4 0.18 100 132 117 - 102 901 - -44.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0,18 0-15 173 157 142 134 121 110 -43.0 0.7 0.85 1.03 5060 1 0.85 -1.4 0.18 20 173 152 139 134 118 108 -43.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 173 149 136 134 115 106 -43.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 173 146 134 134 113 104 -43,0 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 169 144 132 131 111 103 -43.0 0.73 1,01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.5 X 1,5"long nailed to framing, 8 40 166 142 131 128 110 101 -43.0 0.7'6 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 163 140 129 126 108 100 -43,0 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 160 138 128 124 107 99 -43.0 0.81 1.09 1.27 1 0,85 -1.4 0.18 nail' sheathing 55 158 137 127 123 106 98 -43.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 157 136 126 121 105 98 -43.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 130 115 - 100 89 - -43.0 0.99 1.26 1.43 h>60 1 0.85 -1,8 0.18 0-15 151 137 125 117 106 97 -33.0 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 151 133 122 117 103 94 -33.0 0.7 0.9 1.08 1 0.85 -1,4 0.18 0.090" 2X4 wood 25 151 130 119 117 101 93 -33.0 0.7 0.94 1.12 1 0.85 -1.4 0,18 shank X or 20 ga. 30 151 128 117 117 99 91 -33.0 _0,7 0.98 1.16 1 085 -1.4 0.18 0.215"HD Blind steel 35 148 126 116 115 97 90 -33.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 12X 1.5"long nailed to framing, 8 40 145 124 114 112 96 89 -33.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 143 123 113 111 95 88 -33.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 141 121 112 109 94 87 -33.0 0,81 1.09 1.27 1 0.85 -1.4 0.18 nail6 sheathing 55 139 120 111 108 93 86 -33.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 137 119 110 106 92 86 -33.0 0.85 1,13 1.31 1 0.85 -1.4 0.18 100 114 - - 88 - - -33.0 0.99 1.26 1.43 5060 1 0.85 -1.8 0.18 0-15 283 257 233 219 199 181 e -115.8 0.7 0.85 1.03 5560 1 0.85•-1.4 0.18 20 283 250 228 219 193 177 -115.8 0.7 09 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 283 244 224 219 189 173 -115.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 283 239 220 219 185 170 -115.8 0.7 0,98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 277 236 217 215 183 168 -115.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 5,25 X 1.5"long nailed to framing, 6 40 272 232 215 211 180 166 -115.8 0.76 1.04 1,22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 267 230 212 207 178 164 -115.8 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 263 227 210 204 176 163 -115.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 260 225 209 201 174 162 -115.8 0.83 1.11 129 1 0.85 -1.4 0.18 60 257 223 207 199 173 160 -115.8 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 213 189 177165 146 137 -115.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 + _0-15 253 230 209 196 178 162 -92,6 0.7 0.85 1.03 5560,1 0.85 -1.4 0.18 20 253 223 204 196 173 158 -92.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 253 219 200 196 169 155 -92.6 0.7 0.94 - 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 253 214 197 196 166 152 -92.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 248 211 194 192 163 150 -92.6 0.73 1.01 1.19 1 0,85 -1.4 0.18 HardiePlank 5/16 6.25X 1.5"long nailed to framing, 6 40 243 208 192 - 188 161 149 -92.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 239 205 190 185 159 147 -92.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 235 203 188 182 157 146 -92.6 0.81 - 1.09 127 1 0.85 -1.4 0.18 nail° sheathing 55 233 201 187 180 156 145 -92.6 0.83 1.11 1.29 I 0.85 -1.4 0.18 60 230 199 185 178 154 143 -92.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 1 DO 190 169 158 147 131 123 -92.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 10 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX 11 11///O G A WA'��7� 1 PROJECT:RIO-2688-17 1 �• Z JAMES HARDIE BUILDING PRODUCTS,INC. 111 4 • 1-888-542-7343 ;11// �,� r`4 r -.. �` inf meshardie.com 1 : No. .O ni • 2015IBC,2017 FBC 2015 IBC,2017 FBC t 'k '. T tc r�C ' c Allowable,Ultimate Allowable,Nominal = •. S 1 A 1 G U` ', Design Wind,Speed, Design Wind,Speed, _ 1 4 , 3.5 .5 - gyp •••. FLOR�� •� 11 el(3-second gust mph) (3-second gust mph) 11 Applicable to methods = `SS!0 N AL 1 specified in[2015IBC, Applicable to methods � ..i.„j///// 2017 FBC)Section specified in Exceptions 1 1809.1.1.as determined by through 3 of[2015 IBC, [2015 IBC,2017 FBC) 2017 FBC)Section Figures 1809.3(1),(2)or 1609.1.1. (3). Coefficients used in Table 8 calculations for V,0 Nhnd exposure category_Wnd ettosure category, Siding K. Product Fastener Building Alio"'able Product Thickness Wdth Fastener Fastener Frame Spacing Heights z B C D B C D Design (inches) (inches) Type Spacing Type (inches) (feet) Load (PSF) Exp B Exp C Exp D lc, tG GC, GC,„ 0-15 231 210 191 179 163 148 -77.2 0.7 0.85 1.03 hs80 1 0.85 -1.4 0.18 20 231 204 186 179 158 144 -77.2 0.7 0.9 1.08 1 0.85 -1.4 0.18, 0.090' 2X4 wood 25 231 200 183 179 155 142 -77.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 231 195 180 179 151 139 -77.2 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 226 192 177 175 149 137 -77.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.25X 1.5"long nailed to framing, 6 40 222 190 175 172 147 136 -77.2 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 218 187 173 169 145 134 -77.2 0.785 1.065 1.245 1 0.85 -1.4 0.18 nails WSP 50 215 185 172 166 144 133 -77.2 0.81 1.09 1.27 1 1 0.85 -1.4 0.18 sheathing 55 212 184 170 164 142 132 -77.2 0.83 1.11 _ 1.29 1 0.85 -1.4 0.18 60 210 182 169 163 141 131 -77.2 0.851.13 1.31 1 0.85 -1.4 0.18 100 174 154 145 135 119 112 -77.2 0.99 ,1.28 1.43 h>60 1 0.85 -1.8 0.18 0-15 227 206 187 175 159 145 -74.1 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 227 200 182 175 155 141 -74.1 0.7 0.9 1-08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 227 195 179 175 151 139 -74.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 227 191 176 175 148 136 -74.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 222 189 174 172 146 135 -74.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.5X 1.5"long nailed to framing, 6 40 217 186 172 168 144 133 -74.1 0.78 1.04 122 1 0.85 -1.4 0.18 ring shank WSP 7/16'thick 45 214 184 170 166 142 132 -74.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 nails WSP 50 211 182 168 163 141 130 -74.1 0.81 1.09 127 1 0.85 -1.4 0.18 sheathing 55 208 180 167 161 139 129 -74.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 206 178 166 159 138 128 -74.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 170 t 151 142 132 117 110 , -74.1 0.99 1.26 1.43 h>80 1 0.85 -1.8 0.18 0-15 218 198 180 169 153 139 -68.6 0.7 0.85 _ 1.03 h9S0 1 0.85 -1.4 0.18 20 218 192 176 169 149 136 -68.6 0.7 0.9 _ 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 218 188 172 169 146 133 -68.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 218 184 169 169 143 131 -68.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 213 181 167 165 141 130 -68.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8X 1.5.long nailed to framing, 6 40 209 179 165 162 139 . 128 -68.6 0.76 1.04 122 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 206 177 163 159 137 127 -88.6 0.785 1.085 1.245 1 0.85 -1.4 0.18 nails WSP 50 203 175 162 157 135 125 -68.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 200 173 161 155 134 124 -68.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 198 172 159 153 133 123 -68.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 164 145 136 127 112 106 -68.6 0.99 1.28 1.43 11>80 1 0.85 -1.8 0.18 0-15 214 194 176 166 150 137 -66.0 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 214 189 172 186 146 133 -66.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 214 184 169 166 143 131 -66.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 214 181 166 166 140 129 -66.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 209 178 164 162 138 127 -66.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardlePtank 5/16 8.25nailed to framing, 6 40 205 175 162 159 136 125 -68.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16'thick 45 202 173 160 156 134 124 -66.0 0.785 1.085 1.245 1 0.85 -1.4 0.18 ring thank WSP 50 199 171 159 154 133 123 -86.0 0.81 1.09 127 1 0.85 -1.4 0.18 nail s sheathing 55 196 170 157 152 132 122 -66.0 0.83 1.11 129 1 0.85 -1.4 0.18 60 194 168 156 150 130 121 -68.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 161 142 134 124 110 104 -66.0 0.99 1.26 1.43 18-e0 1 0.65 -1.8 0.18 e. 0-15 200 182 165 • 155 141 128 -57.9 0.7 0.85 1.03 hs80 1 0.85 -1.4 0.18 20 200 177 161 155 137 125 _ -57.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 200 173 158 155 134 123 -57.9 0.7 0.84 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 200 169 156 155 131 120 -57.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HO Blind steel 35 196 167 154 152 129 119 -57.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.25 X 1.5"long nailed to framing, 6 40 192 164 152 149 127 117 -57.9 0.78 1.04 122 1 0.85 -1.4 0.18 ring shank WSP 7/16'thick 45 189 162 150 146 126 116 -57.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 nail' WSP 50 186 160 149 144 124 115 -57.9 . 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 184 159 148 142 123 114 -57.9 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 182 158 146 141 122 113 -57.9 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 150 133 125 117 103 97 -57.9 0.99 1.26 1.43 h>80 1 0.85 -1.8 0.18 11 ' RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com 2015 IBC,2017 FBC 2015 IBC,2017 FBC Allowable,Ultimate Allowable,Nominal Design Wind,Speed, Design Wind,Speed. 3 V,a 5. Vun45, (3-second gust mph) (3-second gust mph) Applicable to methods specified in[2015 IBC, Applicable to methods 2017 FBC]Section specified in Exceptions 1 1609.1.1.as determined by through 3 of[2015 IBC, [2015 IBC,2017 FBC] 2017 FBC]Section Figures 1609.3(1),(2)or 1609.1.1. (3). Coefficients used in Table 6 calculations for V„,r (And exposure category(Mnd exposure category[ Siding lc Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height'2 B C D B C D Design (inches) Type Spacing Type Load (inches) (inches) (feet) (PSF) Exp 8 Exp C Exp D Km Kn GC, GC„, 0-15 197 179 163 153 139 126 -56.2 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 197 174 159 153 135 123 -56.2 0.7 0.9 1.08 1 0.85 -1.4 0.16' 0.090" 2X4 wood 25 197 170 156 153 132 121 -58.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 197 167 153 153 129 119 -56.2 0.7 0.98 1.18 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 193 184 151 150 127 117 -56.2 0.73 1.01 1.19 1 0.85 -1.4 0.181 HardiePlank 5/16 9.5X 1.5"long nailed to framing, 6 40 189 162 149 147 125 116 -56.2 0.76 1.04 1.22 1 0.85 -1.4 9.18 ring shank WSP 7/16'thick 45 186 160 148 144 124 115 -58.2 0.785 1.065 1.245 1 0.85 -1.4 0.18 nails WSP 50 183 158 146 142 . 122 113 -56.2 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 181 157 145 140 121 113 56.2 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 179 155 144 139 120 112 58.2 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 148 131 123 115 102 95 -56.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 " 173 157 142 134 121 110 -43.1 0.7 0.85 1.03 hs80 1 0.85 -1.4 0.18 20 173 152 139 134 118 108 -43.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 173 149 137 134 115 106 -43.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 173 146 134 134 113 104 -43.1 0.7 098 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 169 144 132 131 111 103 -43.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 12nailed to framing, 6 40 166 142 131 128 110 101 -43.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16'thick 45 163 140 130 126 108 100 -43.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 161 138 128 124 107 99 -43.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 159 137 127 123 106 99 -43.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 157 136 126 121 105 98 -43.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 130 115 - 101 89 - -43.1 0.99 1.26 1.43.h>60 1 0.85 -1.8 0.18 1.Budding height=mean roof height(in feet)of a building,except that eave height shall be used for roof angle 0 less than or equal to 10'(2-12 roof slope). 2.Linear interpolation of building height$60 ft)and wind speed is permitted. 3.V„,=ultimate design wind speed 4.V.,,,=nominal design wind speed 5.Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 CSC Part 1 and Part 3:lfi=1,Ka=0.85,GC=-1.4(h560),GCP=-1.8(h>60),GC0=0.18. 6.Fastener length shall be sufficient to penetrate back side of the WSP sheathing by at least 1/4"for nails or 3 full theads for screws. LIMITATIONS OF USE: 1)In High Velocity Hurricane Zones(HVHZ)install per Miami-Dade County Florida,NOA 17-0406.06 GAW "' +se r i% " •�• % , As. 2y4%4 1 a. T i a SATE l° 144/4141 ��` 12 006, r- Cir , 9bgaWa MIAMI-DIADE COUNTY APPROVED ACCREDITED A s,:x0.Y5.for, FA$OSATOtn ACCREDITED July 30, 2017 r Pingsheng Zhu, P.E. OFFICE COPY Product Compliance Engineer James Hardie Building Products 10901 Elm Ave. Fontana, CA 9233/ Re: NOA-17-0406.06 Relative to FBC 2017 Project RIO-2679AA-17 Dear Pingsheng: After review of the 2017 FBC, it is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida Building Code, Referenced Standards in the 2017 FBC: 1 Wood-AWC NDS-2015&SDPWS-2015 2 Structural Loads ASCE/SEI-7-10 3 Concrete.ACE-318-14 4 Masonry: TMS402-20161ACI530-13/ASCE-5-13 5. Structural Steel AISC 360-10(including manual of steel construction 2010(14`"edition)) 6 Cold-formed Steel AISI 100-12 7 Aluminum-ADM-1-2015 In addition, I am making the following Statement of Independence as requested 1. Ronald Ogawa does not have nor does it intend to acquire or will it acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued 2 Ronald Ogawa is not owned,operated or controlled by any company manufacturing or distributing products it evaluates or inspect 3 Ronald Ogawa Inc does not have, nor will it acquire a financial interest in any company manufacturing or distributing products for which rpnnrjs arc.heinn issuI d 4 Ronald Ogawa does not have,nor will it acquire a financial interest in any other entity involved in the approval process of the product Should you have any questions on anything, please contact me Sincere' , tow/ 1 ` \•OGAWq _ Ronald i. Ogawa, P. . , RI Ogawa & Associates. Inc. !it 41 IAS Laboratory Approval, TL 360 : * `. IAS Quality Control Agency, AA-705 ` ; * Of CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity ,0 SiAT State of Florida Approved Validator and Third Party Quality Control Agencyd�; .,FL0R� O ' ��,,�j t' (714) 292-2602 FSSIQNA� irl "J ronriogawa.com -r,,,,,,iiii,��, CC: Roger Ogawa— RI Ogawa &Associates. Inc. Karen Ogawa—RI Ogawa & Associates, Inc. Lab Address' 1985 Sampson Avenue.Corona,CA 92879•Phone(714)321-4939•Fax(714)908-1815•E-mail:rooer(cr�nogawa.com Mailing Address 16835 Algonquin St #443.Huntington Beach.CA 92649•Phone(702)491-3710•Fax(714)908-1815•E-mail:debbyrilriogawa corn Engineering •Quality Control•Product Development•Inspections•Code Consulting•Expert Witness•Testing MIAMI-D MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy James Hardie Building Product,Inc. 10901 Elm Avenue Fontana,CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AFIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie","Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT:Drawing No.PNL,PLK&SOFF,titled"HardiePanel,CemPanel,Prevail Panel;HardiePlank,CemPlank Prevail Lap Siding;HardieSoffit,CemSoffit Panel;Installation Details Wood/Metal Stud Construction",sheets 1 through 12 of 12,dated 04/24/2013,prepared by the manufacturer,signed and sealed by Ronald I. Ogawa,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo,Plant City, Florida,and the following statements: "ASTM C 1186 Type A compliant"and"Miami-Dade County Product Control Approved"is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 15-0122.04 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 17-0406.06 MIAMI-DADE COUNTY p Expiration Date: May 1,2022 APPROVED Approval Date: May 4,2017 04(1,7/2017 Page 1 f .. I ..! 1 • . , , f. •, i'. 1f • 11!(1 r ' ' -;/ • `:i•. - �•�� r :• '�.L{� ."5. . ,1. - 4 is .I '1' 447, • • i�ll`i i •;�: f ..t �/ QIP .$. .�; ; ... '.i+ - ) r: 7' I: "I 1. -• .)' • r [ ' QUI' I. ifir r t: .•, , .; fir ,s,t1 4 f ..G :•i' .� :"Y T`_! 6' �, f i7. {" ., , James Hardie Building Products,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #13-0311.07" 1. Drawing No. PNL, PLK & SOFF,titled"HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013,prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA #13-0311.07" 1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel,prepared by Intertek Testing Services NA LTD,Test Report No. 100733361C0Q-004, dated 08/24/2012,with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. "Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202&203 03/18/96 A.N. Reeves P.E. 3. ATI 16423-2 PA 202 &203 03/18/96 A.N. Reeves P.E. 4. ATI 16423-3 PA 202 &203 03/18/96 A.N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA #15-0122.04" 1. Statement letter of code conformance to the 5th edition(2014)FBC issued by Ronald I. Ogawa&Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. 04 Z717°11 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1,2022 Approval Date: May 4,2017 E-1 WALL LENGTH SEE PRODUCT_LESCf2LPTlON Stud Spacing at 16"0.C. HardiePanel®,Cerepanell�f,8 DETAIL A Prevails Panel Siding materials are 13.4--. �� - nonasbestos tber�ment products . �__ 5/8"lildk/5 ply APA rated tested In ac. nce with ASTM �' it\,OCaA�IA��. �, __plysvend sheathing i"g'n C1186 Grade If,Type A and meeting tf1 Idl'Q4,,,..,, , - Vii•.,, accodence with Florida the requirements of the Florida .1 PItOrAT:. ! I I•I t • 1 Buld'rr3 Cafe Se6ion Buildmp Code.1 ' V �' MP3as' I I j : SEL OIM SJ_0N_S HattlefreloCede Flo -?/1-e7 i ; Water-resistive y� Leh Thickness WALL •� �c//::?Vi i j i 1 � fr.' • : - barrier pet Florida 4 8,9,10 5/16 �ri 1-0,, Ste. !♦• I; Building Code jj ''��--c Secion 1404.2 DESIO_. _-ugg- —G :i .'p{�j�7��.1 Installation Design Pressure I Miami.. I. t i ,+r,,,,,, �,- Wood Studs Wood Studs -76 psi IE :I �•..et Impact Resistare- PRODUCT RENEWED Hard�Px�f' as complying with the Florida B*--•r 1l9.N.�m Cenfparel, Planks installed over 5/6"thick/5 ply Building Code Nats at 18"0.0.(typ.) CempPallet APA rated*mod sheathing NOA-N o. 17-0406.06 3/13*Minimum Distance Prevail Siding Expiration teO5/01/2022 By hell'• AIL A_ _Sheathing fastener,as described in HARDIFPAi4E4-,-C_1 PANEL.PREVAILTNE►LSiD�NG_INS_T1�I.L�ILION_OET--A A Mlami-Da• Product Control - ' Note 1 • All installation shell be done in conformance With this Notice of Acceptance.the manufacturer's installation recommendations,and the applicable sections of the Florida Building Code. r---:-...---- • Wood studs where HardiePanel,Cempanei,Prevail Panel Siding Well be installed shall be f: �\ Panel fastener,as described in designed by an Engineer a-Architect per the Florida Budding Code and the requirements of this / , ./ \ Note 2 N.OA POWEil1C " Note 12 Sr5"thick 15 ply APA rated plywood sheathing shall be attached to the studs in l accordance with Florida Budding Code Section 23223. •1 *�}��de \ plywood sheathing su ted c r HardiePanel,Cempanel, The siding panels shall be installed over 5!8'thick 15 ply APA rated n9 PPa i •- N. __ by a minimum of 2"X4"S-P-F wood studs spaced a maximum of 16"O.C. c_ , .i,; is 1114.)7 Prevail Panel Siding • [Note 2]The siding panel fastener shall be a T long,0 929"head diameter,0.092"shank • i/rfarR diameter,corrosion resistant siding nail;the fasteners shall be spaced at 6"O.C.at panel edges .. Predict 1 and intermediate studs;the fasteners shall be driven through the 5/8"thick 15 ply APA rated \ plywood sheathing into wood studs located at 16"O.C. j /!Water-resistive barrier per • Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from Florida Building Code Section comers, \ A // 14(14 2 N. I / NARDIEPANEL,CEMPANEL,PREVAIL PANEL I 5!8"thick/5 ply APA rated INSTAL ATION DETAILS WOOD STUD CONSTRUCTION plywood sheathing fastened in a accordance with Florida Budding , James Hardie Building Products,Inc. 1 10901 Elm Avenue Code Sedon2322.3 JamesHardi!e Fontana,CA 92.337 2"X 4"S-P-F Wood Studs SIZE .SCM w MG No i:Ev The wall and soft frames are to be designed Phone.909356-6300 by the,Arrhitpr!or Engineer of Rernrd in Fax 909-427-0634 A PNI-PLK-SOFF 1 compliance with the Florida Building Code. Creator:E.Gonzales SCALE 12"=1.-0" Date:4/2412013 31-15.0 1 DI-12 . f Fastener Spacing per Florida I cladding Building Code Section 2492 3� + �16.00in.--+1 • I• ff I. Framing • ll Sheathing•FtoeOpCt/tEVli!D t I• Fastener Spacing per Florida I•I •aaa,ifisliwas awned& Budding Code Section 2322.3 Bt>Nabe .1 I• .a1' nr."; - ProMC.darrest • I•I. •I dllrl"1 i lit .. _ PRODUCTREVLs4ID• • PRODUCT RENEWED I.! �� `.le( assoisa ise wdsdefkgiala as complying with the Florida `V t RaOdmg Code 3 f/ar7 Building Code a, i' • rto 13 0- z'4 4/ NOA-No. 17-0406.06 • • 4115 BY Expiration .05/01/2022 = • Miami RoeaaCeeud By H I• "---G.'. CO• t 7 1�3 Mlaml a duct Control F '••-•-. i I•I : SSiONA't Ilii i . . • . • . • • . • • . . .. . •••..,,,,,,,,,, • ERI .NG • NOMINAL 2"X 4"S-P-F WOOD STUDS 16"O.C.FASTENED FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BOTTOMMfCONNECTION)WITH O COMMON NAILS(2 PER TOP AND NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE $Jj,EATHINN • NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD HARDIEPANEL,CEMPANEI,PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322.3 ffZDIKG. • THE PANEL IS FASTENED WITH Y LONG,0.223"HEAD James Hardie Building Products,Inc. DIAMETER,0.092"SHANK DIAMETER,CORROSION JamesHardie 10901 Elm Avenue RESISTANT SIDING NAILS,PLACE NAILS 6"O.C.AT Fontana,CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone.909356.6300 SIZE WM res ONO No Re/ Fax 909.427-0634 A PNL-PLK-SOFF 1 Creator E.Gonzales sou.. 1•=1'-0' •Data:4/24/2013 skeEf 2 OF 12 I • la WALL LENGTHI SEE PRODUCT D S_GBIL'T_IP{ Stud Spacing at 1E'O.C. DETAIL A Hard{ePanel®,Cempanei®,&Ptevaile Be--- Panel Siding materials are nonasbestee �J_ fber-cement products tested in r/8'thick/5 ply APA rated r---"Tr• ',+,,„' r accordance with ASTM C1186 Grade II, i L{ { prr �1 plywood sheathing fastened Type A and meeting the requirements of I - ' {; t tit , �OCi' toin N te studs as deaatl�ed the Florida BuildingCode. 1.1 d1(MY�6withtalt['bW `�t�,tt '� �,m_ t — i„, P/ _L DLMENSLONS M�NeJ,,'i+eJ/.D7 •, ;�t. ' 1 I banter per Wdth Length Thickness WAkL { No. '1 banter II; .• .; • �4171fsnY �' :1• � ` 4' 8,9,10' S/1G' HEIGHT I f 1 i„ C, I I `* ' ' * Building Code ey,�Ykn►.. ;,I -13.". .=l•, STATE i I Section 1454.2 RES_*N�P>3t_s u�RAT�ldc �"'' PrO��'°b°� , { ../..a�} / t Installation Design Pressure 1 P( l 2 al C-sl x 1 5/A" { i ;.e•ei OROQI aJ Metal Studs 104pcs : - t -{ t _ / ��1tt MetalCstud • I' �_ : Irrrt ( ImpactResistant- t-- -j{--r-^. :';.• �jHardiePanel, B a I ''��++++1 ri Panel installed over 5J8"thick/5 ply f ,SCTlO1V t3 B cempanel, APA rated plywood sheathing Nails at 6"O.C.(typ.) Freest Panel • 3l8'Minimum Edge Distance Siding HA)ZDIEPANE.1_,SEMPANFJ.PREMAt_L PANEI,_SIDING R4STALLARON DET611_S • All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's p I IL8 installation recommendations,and the applicable sections of the Florida Building Code. ..- • Metal studs where HardiePanel,Cempanel,Prevail Panel Siding will be installed shall be i_ , \ Sheet ling fasters u,a:: designed by an Engineer or Architect per the Fionde S:ilding Code end the requirements of this described in Note 1 N.O.A.\ • wilt t e FlorioIII [Note 1]5/8"thick/5 ply APA rated plywood sheathing shall be attached to metal studs at t3 oc Cum at panel edges and all Intermediate supports using a No.8-18,0.315"head diameter x 1-1/4'long \ y + Parte!fastener,as described In bugle head screw Note 2 .��, ,.�cW, t • The siding panels shall be installed over 5/8"thick/5 ply APA rated plywood sheathing ' �y,�I \ supported by a minimum 20ga,Nominal 3-5/8"X 1-518"Metal C-studs spaced a mardmum of 16' , O.C. ' HardiePanel®Siding • [Note 2]The siding panel fastener shall be a minimum No.8-18,0.315"head diameter X 1-5/8' long'ribbed bugle head screw(*or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6"O.C.at panel edges and Intermediate studs;the rfasteners shall ue driven through the 5/6"thick 15 ply APA rated plywood sheathing into metal • Water-resistive barrier per studs located at 16"0,C. \ • / Florida Building Code Section • Fasteners shall have a minimum edge distance of 3/8"and a minimum dearance of 2"from \ , 1404.2 comers. . • si -, ' / < ei HARDIEPANEL,CEM PANEL,PREVAIL PANEL - 5r8"thick 15 pry APA rated INSTALLATION DETAILS METAL STUD CONSTRUC ION PRODUCT RENEWED plywood sheathing fastened as complying with the Florida to metal studs as described James Hardie Building Products,Inc. Building Code 10901 Elm Avenue NOA-No. 17-0406.06 in Note 1. ,IJamesHardie. Frmtare,CA 02337 Expiration D, a05/0112022 20ga,3-5/8"X 1.5/8"Metal C-stud phone:909-356-6300 rscuwo DWG NO rev Ptd. The wall and soffit frames are to be designedill By .V//.. Fax 909-427-0634 PNL-PLK-SOFF 1 Mlam a•e Product Control by the Architect or Engineer of Record In compliance with the Florida Building Code. Creator.E.Gonzales SCALE 12's 1'•0• Date:4/24/2013 weer 3 OF 12 Cladding B.00ln.H .--.-1s,oan.--.• • 6.00In.•I I I. . I I I 4 ,I 1 I.1 I'I�' I 1•I 1 1 I I I /Ffaming II 1 11 II • I• T I•I I•I Sheathing PRODUCTRENEWEDI I 8 006 I 11 al Building with the Florida 1 I I I,I MOA-No.Codes 17-0406.06 1•I I 1 Expiration_/ .05/01/2022 B.00in. I I I I I 1 1.1 I,I .1 Miam . • *duet control I I I I I I �1 fie OGA 'I• avow 1 I III •11e • _TIEvriEra • I isaomplykC�FLeiifa womyilll4 « 1.1 . �•I `�.tN �1. .14e $F' Onetime Cade atilding Coat ' I ` ' licarateace Wo/,,'3NGr Aa"�wpr .7fe/1r ' �.I , N0. 4121 pee I • Mears w.iew I 1 I I `: STATE OF Mean. rwaeac•aauat • I•I I•I - �LO R10Q g• �c !'1� I I I � •,=—=-9S/ONAi.�ifalq / MOM • NOMINAL 20 GAUGE 35/8"X 1-5/8"STEEL STUDS 16"O.C. FASTENED WITH 5/8"WAFER HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE • THE WALL CHI SOFFIT ENGINEERFRAMES OF TO ERECORD IN DESIGNED NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR IN COMPLIANCE WITH THE FLORIDA BUILDING CODE alie&UUNP • NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 5"OC AT PANEL HARD{EPANF.L,CEMPANEI,PREVAIL PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18,0.315"HEAD DIAMETER X 1-1/4'LONG BUGLE ® INSTALLATION DETAILS METAL STUD CONSTRUCTION HEAD SCREW Products Inc. MADDING Jaynes Hardie Budding • THE PANF1 IS FASTENED WITH NO.8-18,0.315"HEAD DIAMETER X 1.5/8'LONG CORROSION RESISTANT JamesHardie 10901 tam Avenue 0CA Avenue RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT F57No { AEv LEAST 3 FULL THREADS PENETRATING THE METAL Phone:908.856.6300 sizeMCM NO 1 MO FRAMING),PLACE SCREWS 6"O.C.AT PANEL EDGES FaX 909-427-0534 A I PNl'PLIGSOFF AND INTERMEDIATE STUDS Creator:E.Gonzales some 1"=1'-0" I Date:4@N2013 lsr�T 4 OF 12 • (' Stud Spacing at 18"O.C. DETAIL HardtePlank®,Cempiank®,& ' I �' WALL LENGTH SEE DETAIL DESCD0.14 Prevail®Plank Lap Siding materials B! f --""el r:?. ` C"thick 15 ply ABA are nonasbestos fiber-cement ,r -- I 'I i ( ratproducts tested in arxadance with T i• 1 ! i; i; < <.` �, - )sheathingep STM C1186 Grade II,Type A and j' 1 I accordain meeting the requirements of the ( I i ji�� accordance with i 1.1 t. i i. Florida Building Code. r fi i as v-r t i�,,�[;� Florida Binding Cade ! ` I �' as tenuity*9vild CoOe ilefiV �' ,,tit! , " _• Section 2322.3 PANEL M ,r'L, •. ANE J._�NSJQ►J5 yyAt t, y' Water-resistive Width Len• gth Thickness HEIGHT II_ ( I Sapm�hca . . ,. 71 t� l y'y �; \baffler per Ftcrda 59-1/2' 17 5115' Li .� i1.$ Building Code i :f I By. , �Prodasi Cooed I 4 i i -,t .i _ Semon 14042 AESJ.GN_p ssuRE_RATIHO 14... L ,- •-k C * ?"x 4'S-. Installation Design Pressure { _ • A.• 11:4431;;,\r �i, \ Wood Studs Wood Studs -92 psf t I tom_ _ x.'li___.11 ___ i._ ! �+ 1 7 t 'Lap Siding Impact Resistant— B.4-- ""{ .,SS/0NA� �' Planks installed overs/8"thick/spry 3/4"Minimum Edge Distance Hlt►fls at 16"O.C.(typ.) '.. i.. ' S $o 1-114"tat X 5/16" APA rated plywood sheathing • thick starter std QE7AIL_9 Sheathing fastener,as ti DIE,QI.eRK CEMPLANj,_P_R _A_JLI-A2-S D3.. JJJSTA TION DFT ILS • f--described in Note 1 ' W1 installation shall be done in conformance with this Notice of Acceptance,the manufacturer's • �' Installation recommendations,and the appiinahle sections of the Florida Building Code. i • Wood studs where HardiePlank,Cemplank,Prevail Lap Siding will be Installed shall be designed by an • \ Engineer or Architect per the Florida Building Code and the requirements of this N.O.A / �' • [Note 1]5/6"thick/5 ply APA rated plywood sheathing shall be attached to the studs in accordance \ Siding fastener,as with Florida Building Code Section 2322.3. \ described in Note 2 PRbOtiCt l�visva • Planks shall be applied horizontalry commencing from the bottom course of the wall with 1-1/4'wide as a, .vim ty Mikis 1 laps at the top of the plank such that the exposure area of each plank is 5 8-1/4"vertically. B�ios cobs 1-" CempHardiPlank, • [Note Z]The siding fastener shall be a 2-1/2'long,0.223"head diameter,0.092"shank diameter, ______r e W S ii k corrasion-resistant siding nail;The siding is fastened 5 8-1/4"O.C.vertically and 18"O.C.horizontally; • ��` Lap Siding Prevail �t/ I Lap Siding fasteners are driven into wood studs through 5/8"thick 15 ply APA rated plywood sheathing,fasteners a.' , / i are placed In the overlapping area approximately 3!4'from the bottom edge of the overlapping plank r rnv• ' r,,b; l wd • Vertical joints si tall Lie placed over studs. \ / Water-resistive barrier The planks shall be instated over 5/8"thick/5 ply APA rated plywood sheathing supported by a per Florida Building minimum of 2'3(4"S-P-F wood studs spaced a maximum of 16"O.C. \\ • Fasteners shall have a minimum edge distance of 3/8". • / Code Section 1404.2 .` • � /518"thick/5 ply APA rated � HARDIEPLANK,CEMPLANK,PREVAIL LAP SiDiNG � , , �_ plywood sheathing fastened INSTALLATION DETAILS WOOD STUD CONSTRUCTION PRODUCT RENEWED ---.in accordance with Florida James Hardie Building Products,Inc. as complying with the Florida Building Code Section 10901 Elm Avenue Bteltding Code 2322.3 JamesHardie Fontana,CA 92337 r+o/►-No. 17-0406.06 - Expiration .: •05/01/2022 2"X 4"5-P-F Wood Studs Phone:909-356.6300 Size FSCM NO °, NO REV By /v/ The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF [ 1 by Miami . •a Product Control the,4rchItect or Engineer Of Record in compliance with the Florida Building Code. Creator E.Gonzales scniE 1/2"-.1.-0" Date:412412013 SHEET 5 of 12 i Fastener Spacing per Florida Building Code Section 2322.31 I 1.--16 In.0C----a- Claddng • ..i_.• 11111 Framing Fastener Spacing per Florida J• ` Slatting PRODUCT RENEWED Building Code Section 2322.3 •I as complying with the Florida •I Building Code 0.75in-T—' -_- 1. NOA-No. 17-0406.06 --_- 7 Expiration 05/01/2022 • By MI Product Control • PRODUCT REVISED-- • T s owoptyisewith lhsPlwida Mao,GeeAo eeNor a y(1.07 '''''. T 58.261n ,ade Produce Costed sagaltiirB wUY As M dee PRODUCT*EASED I `��, , �C•' �:;�:C.�Nt./ : M • • . i h , 121 By �' Rollie Coma "SO. STATE OF �� FRAMING _po,4••*f.tORM/% t1 V WITH NOMINAL• 2'8d COMMON NAILS(2 PER TOP AND FASTENED sS/4NAL E*,,i BOTTOM CONNECTION) FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND tf(A IY{'LOAD ARE • THE WALL AND SOFFIT FRAMES ARE TO BE ED NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORDRD IN IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHE,ATHINO • NOMINAL 5/6"THICK/5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA HARDIEPLANK,CEMPLANK,PREVAIL LAP SIDING BUILDING CODE SECTION 7A99 3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION 0-ADAM S • PLANKS OVERLAP 1-1/4" James Hardie 130:li ig Products,Mc. • THE EXPOSURE IS 0-1/4" • THE PLANKS ARE FACE NAILED WITH 2-1/2'LONG,0.223" Ja m es Ha rd i e 10901 Elm Avenue HEAD DIAMETER,0.092"SHANK DIAMETER,CORROSION Fontana,CA 82337 RESISTANT SIDING NAILS,PLACED 3/4"UP FROM THE Phone:909-356-6300 WE MY NO WMiNO rev BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Fax 909-427-0634 A PNL-PLKSOFF 1 1 Creator:E.Gonzales SCALE V=1.-0' Date:4/242013 Mir 6 OF 12 r - a WALL LENGTI I el SEE Stud Spacing at 16"O.C. P�oi�UCT v8,Gem lank J DETAIL A HardiePlank®,Camplank®,and 134---, , I Prevail®Plank Lap Siding materials 518"thick/5 py APA -n r----, are nonasbestos fiber-cement rated*wood - ' `3 �— W ---T---71---; —,i'� 1 I sheathing fastened Products tested In accordance with r i j r ASTM C1188 Grade II,Type A and i t i to matt sk;2^rc alit, i meeting the requirements of the ae. ;r • •v• %. ttP �� described in Note 1 1 Florida Building Code, B O0EixiCo6 with?*itorida i I tfe: Water-resistive WALL. �I tarnCodr r; ti1�o �'�� _ barrier per Florida PLgNK DtMFJiSIONS H I L 1 i •7/!4/07 r rR��.• Build' Code Width I � n9 Length Thickness 1.1 ru/ s�ll►� Al 1,1. Section 1404.2 5 9-1/2' 12' 5/16„ �• E, ` 20ga,3318"X 1-5/8' numl Metal C/8"tud DESIGN PRESSURE RATIRG � �� ,`,� I Meinstal Design Pressure HardiePlank, Metal Studs -92 psi IMINEMME -- _ ••••�• •'V plank,Prevail B f'' =sSi4NALG 1+�' CT� Lap Siding Impact Resistant- 3/4 Minimum Edge Distance Nails at 16"O.C.(typ,)r ,,711 is , k 1-1/4'tall x 5/18' Planks installed over 5/8'thick/5 ply thick starter strip APA rated plywood sheathing • DETAIL inaPLAN_&_CEMPL4NK.PREVAIL LAPaiDac INI3TALIATIONMTA4 All installation shall be done in conformance with this Notice of Acceptance,the manufacturer's installation Sheathing fastener,as recommendations,and the applicable sections of the Florida Building Code. •i `��described in Note 1 • Metal studs where HardiePlank,Cemplank.Prevail Lap Siding will be installea shall be designed by en PRmbVCr&1sEza Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. dm Flerfds \, • [Note 1)S/A"think I F ply APA rsttd nlywnad sheathinn shall no atterhed to metal studs at fi'or:at panel falallais 1^",""r S••l Siding fastener,as edges and all intermediate supports using a No.8-18,0.315"head diameter 1-1/4'long bugle head screw , -• ••• .01477PINV described in Note 2 " Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4'wide laps at 1 , the top of the plank such that the exposure area of each plank is 5 8-1/4"vertically. >� _��%"� I • Note 2)The siding fastener shall be a minimum No.8-18,0.315"head diameter X 2-1/4'long"bugle head I ham;' Pyod to Crewel , 1 screw over metal studs(-cc screw shall have at least 3 full threads penetrating metal framing);The siding is Cempla lank, fastened s 8-1/4'O.C.vertically and 16"O.C.horizontally;fasteners are driven into metal studs through 5/8" ,, Cemplank, thick/5 ply APA rated plywood sheathing,fasteners are placed in the overlapping area approximately 3/4" t Prevail Lap Siding from the bottom edge of the overlapping plank. / • Vertical joints shall be placed over studs. ` • % The planks shall be Installed over 5/8"thick 15 ply APA rated plywood sheathing supported by a minimum \ Water-res stive . 20ga,Nominal 3-5.'8"X 1-518"Metal C-syds spaced a ma>rmurn of 16"O.C. • �� "t1:-/-.'1..____barrier per Florida • Fasteners shall have a minimum edge distance of 3/8". ` . Building Code Section 1404.2 HARDIEPLANK,CEMPLANK,PREVAIL LAP SIDING i 5/8"thick/5 ply APA rated ® INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCT RENEWED plywood sheathing fastened to complying with the Florida metal studs as described in James Handle Building Products,Inc, as BuildingCode Note 1 •JaenesHardie 10901 Elm Avenue NOA-No. 17-0406.06 Fontana,CA 92337 Expiration ' 05/01/2022 209a,3-58"X1-518"Metal C-stud Phone:9093566300 SIZE Fsaa� DWG NO REV �; The wal and soffit frames are to be designedr--- �,_ Fax 909-427-0634 A ( PNL-PtX SOFF 1 By by the Architect or Engineer of Record in Mani .i.d Product Control' compi'ianca with the Florida Building Code. 'Creator:E.Gonzales scut 'I2"=1'-0" Date:4/24/2013 51W 7 OF 12 -•-8.00in.14-- 14--18 0C----.1 Cladding 6.00in. • •I •I Framing• � I. 1 I/ PRODUCT RENEWED I• �— •I as complying with the Florida 1 /St"thing Building Code Not No. 17-0406.06 — 0.751n -T- Expiration D v05/01/2022 I' By 1•I . •I ' �, B am Product Control j I Ill" OGA I4 , .I , •I ill' , ; -PitelsIOSHISYISED rwmplyh*wdbd.•plarl. - ' wiliesSod& ," I� L.N. Aeomonea B' �de /3-d'//•0/ No ta/r_ ' •I ` N .NO. '121 •. Thir a�elp0tt7 -- ;j.I7rriir R I k z- ---- -- —--�' --�,i, . - . .5 � -a STATE OF PoA.cccbmt•t mops• sti. �r(Liret ./ ,,$.% 58.25In I OF. !ORIOQ:::•<4'0 5445 ERA!1NSa iiirrr///fi{ • NOMINAL 20 GAUGE 35/8"X 1-5/8"STEEL STUDS 16" "11�� O.C.FASTENED W ITh 5/8"LONG RIBBED BUGLE HEAD SCREWS(2 PER TOP AND BOTTOM CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPUANCE WITH THE FLORIDA BUILDING COIF. S.iEATHING • NOMINAL 5/8"THICK/5 PLY APA RATED PLYWOOD • SHEATHING TO METAL STUDS AT 8"OC AT.PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18,0.315"HEAD DIAMETER X 1-1/4'LONG BUGLE , HARDIEPLANK,CEMPLANK,PREVAIL LAP SIDING HEAD SCREW CIA1101Nfi €1.1) ' INSTALLATION DETAILS METAL STUD CONSTRUCTION • PLANKS OVERLAP 1-1/4' • THE EXPOSURE IS 5 8-114" James Hardie Building Products,Inc • THE PLANKS ARE FASTENED WITH NO.8-18,0.315" J� �sHardie 10901 Elm Avenue HEAD DIAMETER X 2-1/4'LONG CORROSION- Fontana,CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone.909356-8300 8178 RCM NO DWG HU REV PENETRATING THE METAL FRAMING),PLACED 3/4"UP Fax 909-427-0634 A PNL-PLK-SOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH Creator.E.Gonzales soma 1•=1 0" Date:424Rnet • o13 sr 8 OF 12 STUD LOCATION k WALL LENGTH SEE PRODUCT g _COt1 Stud Spacing at 18"D.C. DETAIL A HardieSoffit®&Cemsoffd®materials are g� . ► nonasbestos nasbestos fiber-cement products tested in _ /"'�., accordance with ASTid C1188 Grade II,Type A .1 `— .'1 ——T ( 1 and meeting the nequuernents of the Florida �� ` ;� I. �a ,I \ Building Code 'I I1:.1 _ • • r i 11 II i' I l 2"X 4'SPFVVIdth Length Thickness WALL i i !• i • wood Surds 4' 8 114" HEIGHT. I•• I ° I,i (I II DrAgio gR UJRE.MIINA I.! r' •1 I• HwwdeSoNN, Installation Design Pressure i i •I - i- Cemsoft Wood Studs -70 psf i ' I. rtrtrrriiiiiii 11.--...._11-,..�y; • ,i—.�,_.�.�.� , 'ter.._. • ittit�\ OGAW4 Bf-- -rl 1.-- SECTIONp& ,fit cg, Nails at 4"O.C.(typ.)i�apix-;pxyl FD �+/ •��' 318"Minimum Edge Distance •a�aPbiaa web de Merida 4/r�00'41Os 41141*Phrial t No. �? RQBiL B � !gig"Profile, Product Centro) =1? *••- ORIO?:� +,, •4 -7.'.• '.• 1 ONAL / ' , s\ ..... \ N_RA1ESQEa .C_EMS9t_F1T_PANENSTATSZN_D_EIAItS / *\ \ Soffit fastener,as • All Installation chat be done In conformance with this Notice of Acceptance,the manufacturer's / described in Note 1 installation recommendations,and the applicable sections of the Florida Building Code. PRODUCT RENEWED \, • Wood studs where HardieSoffit.Cemsoffrt will be installed shall be designed by an Engineer or as complying \ with the Florida Architect per the Florida Building Code and the requirements of this N.O.A. Building CodeHa eSoffit,Cemsoffit The soffit shall be installed over minimum 2"X4"S-P-F wood studs spaced a maximum of 1e"O.C. A NO -No. 17-0406.06 • [Note 1]The soffit fastener shall be a 2"long,0.223"head diameter,0.092"shank diameter, expiration eO5/01l2022 corrosion resistant siding net the fasteners shall be spaced at 4"O.C.at panel edges and I intermediate studs,lire fasteners shall be driven into wood studs located at 16"O:C. By / • Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2"from finers. Miami- a uct Control , \` N. A j HARDIESOFFIT,CEMSOFFIT PANEL \, -_ i� €117131 INSTAL ATION DETAILS WOOD STUD CONSTRUCTION Minimum 2"X 4"S-P-F Wood Studs James Hartle Building Products,Inc. The well and soffit frames are to be JamesHardie 10001 Elm Avenue designed by the Ar hkect or Fontana.CA 92337 Engineer of Record In compliance Phone:909.356-8300 sac raw co ow•a No REV with the Florida Building Code. Fax 909-427.0634 A PNL-PLK-SOFF 1 Creator.E.Gonzales saes 12"=1'.O" Date:4/242913 SHEET 9 OF 12 4.00in.—.1 I~ 16.00in. Cladding •—41111111111111111111111111' ' Framing- • PRODUCT RENEWED . • as complying with the Florida . i. Building Code N OA-No. 17-0406.06 Expiration Da •05/01/2022 . By rl�Y•/ v, • . 4.0411 Miami-.:.- Product Control —'S I,I,IF,U„iii PaabticraeV1Sl:D PRODUCTBEVLSFD t,l , �.IGAIN. at enuelying with the FlorAs as eamplyi witph dr(Florida OS _ • �,Drer•r7Ll�/i'� Expiration Date.it.'M"017 ♦ �I�f 121 •. t. No. •V pr d'Yi. II+.� ' . Mxawi r • iti.vh=a Comm( • Mir. t)roc ProEoci Coeval STATE OF .Z tl��• sS1ONA� ;i + FRAM NLG NOMINAL 2”X 4"S.-P-F WOOD STUDS 16"0.0.FASTENED WITH 3-1/2 16d COMMON NAILS(2 PER TOP-AND BOTTOM FOR METAL AND WOOD STUDS.PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CI,ADDINO.. THE SOFFIT IS FASTENED WITH 2'LONG,0223"HEAD - HARD'ESOFFIT,CEMSOFFIT PANEL DIAMETER 0.092"SHANK DIAMETER,CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS,PLACE NAILS 4"O.C.AT PANEL ` EDGES AND INTERMEDIATE STUDS James Hardie Building Products,Inc. JamesHardie 10901 Elm Avenue Fontana,CA 92337 Phone:909-356-6300 SIZE FSCM NO I DM NO I REV Fax 909-427-0634 A I PNL-PLKSOFF I t Creator.E.Gonzales sale 1"=1'-0' Date:4/24/2013 Isnser 10 OF 12 (L WALL t.ENonf PRQD41CT DE C_RIl'TiS2hl 1S4td Spacing at 16"O.C. SEE HardieSoffit®&Cemsoffit®materials II DETAIL A are nonasbestos fiber-cement products B* 1 1 I M /"1 tested in accordance Mtn ASTM 51186 t --—`j? I. ` ?- ' Grade II,Type A and meeting the ;' . �. -, !•i I' I` requirements of the Florida Building t • ,PRODUCT RENEWED Code. •1 as complying with the Florida!, Building Code ! SQFFITt)JJy,F�iS1ONS t NOA-No. 17-0406.06 1. tea'3��"X 1 With Length Thickness WALL I. l I0-stud HEIGHT I IExpiration Da, 05/01/2022 4 8 '/ 1 as r / _ HardieSoffit, II! i I By re • Cemaofrt DESILPRF,SSURE_RATING 4 I•l -Miami-lit.d •roduct Control Installation Design Pressure ? I I I. Metal Studs Ss�3S Li � i ill• : QUA l _ . - —� 00 • B4--- �- SECTION B-B PRODUCT REVISED tt,11, 4.A e'. S Nails at 8"D.C.(typ.) PRODUCT REVISED es«aplposwilYtOaFkeida ��,i s F 3/8"Minimum Edge Distance es complying t�F1a� emldura Cade NO. ,1 Ate" N,I , ^ tExpi No 13-c3rf.0; : ? 21 � '.• S7g7EOF ` *i • AgrALLA S rti a�n ca..a P:vdect(oatral pF�... pm,A0..., ,�,\ _�S+/O•........• Its ........ j T. y ��` H&BPJ.FSQFFff.CF,MSQFFILPAMRINSTAI,LAJIION DETAILS NAL ENrrlr % \` • All Installation shall be done in conformance with this Notice of Aeceptan66!t}1N.rlia{lrufacturer s installation recommendations,and the applicable sections of the Florida Building Code. / �, Soffit fastener,as • Metal studs where Hardie5oftit Cemsoffit will be installed shall be designed by an Engineer or described in Note 1 Architect per the Florida Building Code and the requirements of this N.O.A. 1 i " The soffit shall be installed over minimum 20ga,Nominal 3-5/8"X 1.5/8"Metal C-studs spaced + �-�"' 1 a maximum of 16"O.C. 1 HardieSoffd,Cemsofft • [Note 1]The soffit fastener shall be a minimum No.8-18,0.315"head diameter X 1-1/4'long' t • ribbed bugle head screw("or screw shall have at least 3 full threads penetrating metal framing),the fasteners shall be spaced at 6"O.C.at panel edges and intermediate studs;the r fasteners shall be driven into metal studs located at 16"O.C. \` / Fasteners shall have a minimum edge distance of 3/8"and a minimum clearance of 2'from / corners. �� A / _ • ' / `\� HARDIESOFFJT,CEMSOFFIT PANEL / INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products,Inc. ! 20ga,3-5/8")41-6/8"Metal C-stud 10901 Elm Avenue ' �The wall and soffit!tames are to be Ja mesHard ie Fontana,CA 92337 designed by the Architect or Engineer Phone:909-358-6500 sat 1.6C61 No I MO to I tel of Record In compliance with the Fax 909-427-0634 A i PNL?IOFF 1 JCS • Florida Building Code. Creator.E.•Gonzales scat£ 112 .1'-0" Date:4:24/2013 6eEET 11 OF 12 • I 0.001n. +—16.00In, • • ._, l • • • • • I. _ . 16.00In. Itt . mover REVISED , •• PRODUCT RENEWED 'a•coatriyugaiuhthe"'hie rizoo rtItEJL4E) as complying with the Florida Brldiieg('.:+4 Building Code Aoogda ee No S di •' B 110*emptying with� IOW,iii„,.,, NOA-No. 17-0406.06 _ ..�• ,..>mrrn „ No 0-07/1.c7 ,,ISI AWA I • Expiration •. 05/01/2022 1.0)A• r tevis'�nalrel Byt ” 7 '�P �: ,3,F By ..rt. pi A Mim. PrmteaConhot • n y Miam •.d Product Control / `, �� 1K� L 2:1'••• •4C :1104. .-tt CCkisN;' FFSSIr I ,W ■ NOMINAL 20 GAUGE 3-5/8"X 1.6/8"STEEL STUDS 16"O,C. FASTENED WITH 6/8'WAFER HEAD SCREWS(2 PER TOP FOR METAL AND WOOD STUDS,PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL(MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) • THE WALL.AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE OLADDINGHARDIESOFFIT,CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO,8-18,0.315"HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4'LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS(SCREW SHALL HAVE AT LEAST 3 ER James Hardie Building Products,Inc. FULL THREADS PENETRATING THE METAL FRAMING),PLACE SCREWS 6"O.C.AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS JamCsHardie Fontana,CA 92337 Phone:909-356-6300 aat Face NO DWG NO 1 Rer Fax 909-427-0634 A Pi41..PLK-SOFT I ? Creator.E.Gonzales SCALE t°=1'-0" Date:4/24/2013 SHEET 12 Of 12 rv.,rl s, Cash Register Receipt Receipt Number ri City of Atlantic Beach R10857 "-o n19 ' DESCRIPTION I ACCOUNT QTY PAID PermitTRAK $105.00 RES19-0271 Address: 210 POINSETTIA ST APN: 170574 0000 $105.00 BUILDING $55.00 BUILDING PERMIT 455-0000-322-1000 I 0 $55.00 BUILDING PLAN REV RESUBMITTALS $50.00 BUILDING PLAN REVIEW RESUBMITTAL 455-0000-322-1006 0 $50.00 SECOND TOTAL FEES PAID BY RECEIPT: R10857 $105.00 Date Paid: Friday, October 25, 2019 Paid By: Plair Homes Roofing & Construction Cashier: CT Pay Method: CREDIT CARD 02978D Printed: Friday,October 25, 2019 4:01 PM 1 of 1 j Revision Request/Correction to Comments **ALL INFORMATION s.,:s i ; HIGHLIGHTED IN "' City of Atlantic Beach Building Department GRAY IS REQUIRED. .- n 800 Seminole Rd, Atlantic Beach, FL 32233 (�L ---01091-. Y Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES Iq — °I:2 Revision to Issued Permit OR Corrections to Comments Date: foil o ' 2-415 Project Address: 0Q\O 9oiN5E.1Ti \ Si . /',TC-!1a'1C `,AC-1, it 322,33 Contractor/Contact Name: r tipg- flomeS (1-coof-N-% r C..a 44-44 4'4" 4usS' fI_AIP. Contact Phone: 9OLf. 53S• X8-8 Email: G1uSS PLAT R-@ YA -1' • Conn Description of Proposed Revision/Corrections: P,Ec - -- ( r ) DAM ACO6D c..):No)v-IS wi4(-( IQ A-1 , I iN fzRar'T aF /-1"45e, DI& an1611 w:..afp.r► j -We k AR- . FL - N10(1* 8 eNE Ptc( Exert f)ti. fin. oa (L• t.S, of- HOIA5L v;+#i NEA/4 . FL- 2.2 3(03. 1 -Tv,soC (/i ' of- ENS ,..,C-(--2-1 NJ) { s4ic - I 6us5 el.../ :ti-- r----i, t----- n 7-- 1,\ fi,07- im affirm the revision/correction to comments �ciasi e r o ea atges. (printed name) �� ~ , � • Will proposed revision/corrections add additional square footage to original submittal,?CT 1 0 2019 04No III Yes (additional s.f.to be added: ) u Building Department • Will propose revision/corrections add additional increase in buildU value teoiafiAulipOWBeacil, "No Yes (additional increase in building value: $ to'a�. )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: -...... ."/J (Office Use Only) 4proved ❑ Denied ❑ Not Applicable to Department Permit Fee Du $ S d• 00 Revision/Plan Review Comments 607 C 7 /Pay 7/7•4042-, 1 Q , la ki" 5 / To b Cap i e S -it, 44./ S5 'be -Poo. -it, nl J tri spec-lion S. De•artment Review Required: :uilding 1/14 'tanning&Zoning Reviewed By Tree Administrator Public Works Public Utilities 10- lo -y7 Public Safety Date Fire Services Updated 10/17/18 t r OFFICE COPY A• L ' I AAMA A (Validator/Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION JELD-WEN Windows&Doors P.O.Box 1329 Klamath Falls,OR 97601 1 ( 1 U �• Attn: Jason Kantola s/ This authorization is based on the successful completion of fasts,and the f orting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION AAMA/WDMA/CSA 101/I.S.2/A440-08 RECORD OF PRODUCT TESTED R-PG50*-913x1828(36x72)-H Negative Design Pressure=-55 psf COMPANY AND CODE CPD NO. SERIES MODEL&PRODUCT MAXIMUM SIZE TESTED DESCRIPTION BUILDERS VINYL TILT SH FRAME SASH JELD-WEN Windows&Doors 15881 (PVC)(O/X)(OG)(INS GL) 913 mm x 1828 mm 863 mm x 910 mm Code: JW (MODIF)(REINF)(TILT) (ASTM) (3'0" x 6'0") (2'10"x 3'0") This Certification will expire September 9,2021 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: National Certified Testing Laboratories Report No.: NCTL-110-16-114 Date of Report: September 9,2016 Evaluated for Certification: September 27, 2016 A oci ted Laboratories, Inc. Authorized for Certification: September 27,2016 JGS/JTS ACP-04 (Rev.6/16) America rchitectural Manufacturers Association THROUGH FRAME 4" MAX. MIN.DE5TANCE INSTALLATION FROM r--l-CORNERS FOR EDGE,3/4" o ' # 7-- AN CI1/2°MIN . EMBEDMENT 1 1/2"MIN. , EMBEDMENT .�; rillAMIII —i/4"MAX 33.66" O.C. SHIM SPACE 1 FROM EACH END © I i/4" SHIM MAX FRAME SECTION(TYP) SPACE 1 VERTICAL SECTION 7 i iii ma — .., - ; wit .�.- Ali :kplr � 1 �I h - - '� MIN.DISTANCE 10 o FOR EDGE:3/4" II '' iµ," JAMB SECTION(TYP) I ., HORIZONTAL SECTION Ill 1 "MAX ' %tit1/ 4/4SH"M APACE L--WINDOW WIDTH (36" MAX,)- II Max Frame DP RATING IMPACT TYPICAL ELEVATION WITH FASTENER SPACING 3 36 x 72 +50/-55 i NO Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#8 PH or greater non-countersunk fastener though the frame with sufficient length to penetrate n of the acopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimum of 1 1/2"into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FEC)and the industry requirement for the s'.ated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 1/8"annealed-air space-1/3"annealed insulating glass. project of installation. 4. Use structural or composite shims where required. 5. Maximum sizes are buck sizes and do not include fin or flange. This schedule addresses only the fasteners required to anchor the windo\i to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does PROJECT ENGINEER: DATE: 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall -- 9/28/2016 DRAWN BY: SCALE: — JELRWEN Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions J.HAWKINS NTS Phone: (541)882-3451 packaged with the window or go to CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. N.STRAHM APPROVED BY: Builders Vinyl Tilt Single Hung DISCLAIMER: J.GOOSSEN This drawing and its contents are confidential and are not to be DVPV V47o •reproduced or copied in whole o-in part or used or disclosed to others PO8 except as authorized by JELD-WEN Inc. IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: B I SHEET "AS TESTED" NCTL-11O-16-11' BldrsVinyITSH 10F3 w t, 27._76 5, / OFFICE COPY „1 1 MASO TC. 149"MAX. OVERALL FRAME WIDTH Lo O O FIBERGLASS DOOR UNIT 21 AJAX 36.375" MAX. J CI CO -D.L.O. PANEL WIDTH I-- 37.5' MAX. I ¢ 0 6'8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I FR4ME WIDTH Z cr J GENERgL_NOTES I Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO �, + 2 C 7 THE FLORIDA BUILDING CODE AND WHERE PRESSURE 0 ® ® w O REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z• (1 C..) DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ' DOES NOT EXCEED THE DESIGN PRESSURES LISTED. %-... .../ •,......-.... ,_f `. LU U 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), 13 o Ln HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. m I N 0 9 ZCT)ro n ^(./-)(./-)3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, IQ Lil EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), _ HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS. BUT IS REQUIRED = • , © ON PANELS WITH NON-IMPACT GLASS. ' `� 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 + AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. ` + ' ` ' i 5. PLASTICS TESTING: g g >, TEST DESCRIPTION DESIGNATION FACING LITE FRAME SELF IGNITION TEMP ASTM D1929 752 'F > 650'F 842 'F > 650 'F g W RATE OF BURNING ASTM D635 0.56 IN/MIN 1.28 IN/MIN CqCq • p8rJIa Z / • • Y / ♦ / Y i ♦ O' WiGi SMOKE DENSITY ASTM D2843 53.45 70.2% ' 1 TENSILE STRENGTH' ASTM 0838 3.2% DIFF 1.8% DIFF V-.,- 6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): -- -- TEST DESCRIPTION DESIGNATION RESULT o SELF IGNITION TEMP ASTM 01929 779'F > 850'F RATE OF BURNING ASTM 0635 0.0 IN/MIN DOUBLE DOOR UNIT W/SIDELITES D. o. SMOKE DENSITY ASTM D2843 39.0% Iyn� TENSILE STRENGTH• ASTM 0638 3.6% DIFF e • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING n 0 L 0 I 4500 HOURS XENON ARC METHOD 1 I -t i ® ® ® ® ® ® ® (( I ® .1J i ® ® a 1' - , II r-----, ._ u0 • w . . .. • < ri, R. LU El III � � 0 0 a � Lia D0n 0 ,, 0 � �Ell II � N_ � \W SINGLE DOOR UNIT DOUBLE DOOR_JJJ SINGLE DOOR UNIT SINGLE DOOR UNIT .G •.: .I , •. 11. DOUBLE DOOR UNIT W/SIDELRES N WITH SID LRF WITH SIDELITE \CI WHERE WATER INFILTRATION PERFORMANCE IS Addendum toNAM DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER 0/S Z-SERIES 0/S T4OJS HIGH DAM 0/S <p O ege:41 -11rn13717 _ X 37.5" +60.0 / -65.0 +60.0 -60.0 N/A '+25.0 / -25.0 +40.0 / -40.0 +60.0 -60.0 +55.0 L 55.0 z Reim* XX 74" -+50.0_2' -50.0 +50.0 7 -50.0 N/A +25.0 / -25.0 +40.0 / -40.0 +50.0 -50.0 +50.0 / -50.0 Date RBlkwc� M xY/7 OX or XO 75'" +50.0 -50.0 +50.0 / -50.0 N/A +25.0 j -25.0 +40.0 / -40.0 +50.0 -50.0 +50.0 L -50.0 aTe 4/26/17 0X0 112.5" +50.0 -50.0 +50.0 / -50.0_ N/A +25.0 / -25.0 +40.0 j/ -40.0_+50.0 -50.0 +50.01 -50.0 ` �'`; OXXO 149" +50.0 -50.0 +50.0 / -50.0 N/A +25.0 / -25.0 +40.0 -40.0 +50.0 -50.0 +50.0 / -50.0 ✓7 _ e .i sY SCALE: N.T.S. T DWG.VC SWS TABLE OF CONTENTS - CHK.en SHEET # DESCRIPTION KURT BALTHAZOR DRAWING No.: 1 TYPICAL ELEVATIONS & GENERAL NOTES FLORIDA P.E. 444 2 ANCHORING LOCATIONS & DETAILS #56533 DWG- -FL0I87-17 3 ANCHORING LOCATIONS & DETAILS sum 1 or 3 Addenda toNAM nNa. tl?LZ ¢ CO R0181 6"3-;-- 3= "BEEF DETAIL 3• —6« 41 V Ll U �_ 3" �- - 3" — 3" _ Q co s" -31 L o a-, _,___1_ _ - 6 �� Lr k-U n 3` — '� ea1 1 O U "' _ R n Q W w a nn U a SEE DETAIL 1" L SEE DETAIL `C` 0— — W w (;I I SEE DETAIL P' cc A ®— o In a h �J © . M g•— —rtri r _ _ a Ik.e 65 k N 1 I �� 11 II__3.1 - ir 8`— t- I 6" it SEE DETAIL 1 �1 —8• #8 x 2" a •'� �� ASTRAGAL RETAINER BOLT HOLE `� #8 x 2" #10 x 5/8\ MUST BE DRILLED THROUGH 111112111 THE THRESHOLD & INTO THE #10 x 5/8" A* STRUCTURE DEEP ENOUGH #8 x 2" �� 'r.- #10 x 1` DETAIL "E"ASTRAGALFORA 1.375" THROWoJI #10 x 2-1/2" kk •jj��_ ATTACH ASTRAGAL RETAINER BOLTDETAIL "F" ASTRAGAL o 0' #10 x 1" STRIKE PLATE TO FRAME #1 0 x 5/8 ,•� AS SHOWN. o E S- DETAIL "0" mar,C ST D auo,m xmo amc amt, 01,24'HEAT 2rS2,ano m DETAIL "D" m.om Sv,t2pw,a,m,a+> III 1n> C Tl0NA,.t,um„ am.HEQ maw wax pot 16-1201.11) Iii forCRAW 21aDlf.�pm�� .aN'il1P. -- = aur,w sm/a/2a,uam mz�•mr. n I' 7� I 0.962"1 ;', .-.-,22R,1-.4,.. '/r"' f I�Ii� ,n a>R W t ti"..;-- ;;;4146,41/4‘.'t %� F1 .- T6_11' mar 2N� ow a.2 NS il:Z mar aoe INSWING THRESHO�Q BUMPER 0/S THRESHOLD MUM 1OM °®E" CMEIN a d TYPICAL GLAZING DETAIL �� +—.II +�. ALTERNATE Gj,AZ/NG DETAIL X01�*�� I�--.a2�•m,n. Z IMPACT RATED GLASS ans,aru I 1 ,, �e 2,_,h pe IMPACT RATED GLASS T%,T ,...1.—.. / _^ re x r ns amt: 426/17 1.482" Iri3 ��.. 1.75" 1.047" 1.437"111471 '7:t-.--7 +-� ,3 SCAM NOT �� IA."` Hm,011/ i 'srz N.T.S. T T T _ 7 SWS no= ` ; ,x,02 '?1 «.FPOa Z—SERIES 01S THRESHOLD HIGH DAM 0/S THRESHOLD T4 0/S THRESHOLD TYPICAL GLAZING DETAIL mama �°°° DRAWING NO.: A TER aT a71N' DETAL DWG-DWG-MA-FLOW-170 -17 NDN-IMPACT CLAS$ NON-IAfPAC7Oncc ----- `_--__ SHEET 2 Of 3 4 SEE DETAIL3• 6"- -6" O CO "E" SHT. 2 3"— 11--L — 3" -Ail--- -1---- 3"-1 V 3" �"3' V 0 -1----__------ - - __, �� _ _— I 1 I I I I Z O iI • �6" I I yl, �6w 6w� f^_ I. I 10 O z `'0 8 < a_- SEE DETAIL LO 0 � b" SHi. 2 � - - • • -* I . 1114. 11SEE DETAIL i O 0 �v ZW� "C" SHT. 2 - a_ W O * p vi i O a - O10 , i IN i {� aim=lire -1I . g J g Q 3" Addendum toNAW /_.. 1- 3"6-:-+ _ SEE DETAIL 6"- -6" CahNcaIbfl .:.Al2 1314 F" SKI. 2 6. Reviewed a a DWeReaew H As 1p HARDWARE SCHEDULE ATTACHMENT DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND E� SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, "25 1Ealing AT 5-1/2" CENTERLINE. SIGNED AND SEALED BY ROBERTO LOMAS, PE 2. 4" X 4" FULL MORTISE BUTT HINGES. (FLORIDA #62514) WITH THE LOWEST (LEAST) 1 FASTENER RATING FROM THE DIFFERENT FASTENERS -otip5" I- �; SHIM 1"X1/2" CORRUGATED #10X2" WOOD SCREW BEING CONSIDERED FOR USE. JAMB, HEAD, AND '//� t 25" 3" FROM EACH END 6" FROM EACH END O in THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—I MIN • AND 7" OC AND 12 OC o 0 #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. _=-� O 25• I Q 7n A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH s-:•: W.4Ac C _ a ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". - CL-I (- WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY ACCRY Ic I ,. DISTANCE MIN 1/2". ANCHOR INSTALLATIONVii CAULK CL 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO I ,0 ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1 X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD 150. lb�.�� ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN I • -0.25" MAX (3) /10X2-1/2" (4) N10X2-1/2" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT , SHIM WOOD SCREWS WOOD SCREWS a z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE EACH END EACH END MINIMUM EMBEDMENT OF 1-1/4". CL'I I- are 4/26/17 ° SCALE: N.T.S. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO r MISY, SWS TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ° ° rill nnx B': 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION — auwnNo B04INTEGRAL WOOD INTEGRAL WW Dwc-MA-F10187-17 —_,__ _ MULLION (CHS) MULLION (CHS) sir 3