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243 BELVEDERE ST ACC24-0003 PERMITOWNER:ADDRESS:CITY:STATE:ZIP: RANDALL LAUREN 243 BELVEDERE ST ATLANTIC BEACH FL 32233-4108 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170505 0000 SALTAIR SEC 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 243 BELVEDERE ST ACCESSORY SINGLE OR TWO FAMILY ACCESSORY 12' x 18' DETACHED STRUCTURE $12000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS DUMPSTERS/ROLL-OFF CONTAINERS INFORMATIONAL Notes: Dumpsters and roll-off containers must be used in compliance with Section 16-8 and must comply with all standards, per City code. 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. 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. 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. 1 of 2Issued Date: 4/26/2024 PERMIT NUMBER ACC24-0003 ISSUED: 4/26/2024 EXPIRES: 10/23/2024 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $115.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.09 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.73 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $354.32 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 4 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of- way for construction parking. 5 PUBLIC WORKS GRASS INFORMATIONAL Notes: Full site to be grassed. 6 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. 7 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL Notes: All construction debris must be removed from job site by Contractor. 8 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 4/26/2024 PERMIT NUMBER ACC24-0003 ISSUED: 4/26/2024 EXPIRES: 10/23/2024 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing Dry-In Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department - Phone: 904-247-5826 - Email: Building-Dept@coab.us Public Works/Utilities - Phone: 904-247-5834 Fire Department - Phone: 904-630-4789 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION Cityof Atlantic Beach BuildingDepartmentP PERMIT# C Z4 UU b3 800 Seminole Road Atlantic Beach FL 32233 ALL information required to process i,,,, Phone: (904) 247-5826 Email: 6uifding-DeptPcoab.us Job Address 243 Belvedere Street,Atlantic Beach FL 32233 RE# ) 7 0 6 0 5 - 000v Legal Description 10 -l7 -a-S `.)-`-i C S q \+A ,`r S E c 1 LOT- '166, N17.a LOT ti c, 1 Valuation of Work(Replacement Cost) $12,000 Heated/Cooled SF Non-Heated/Cooled SF Class of Work: [X New [Addition [Alteration ERepair [Move [Demo E Pool [Window/Door Use of existing/proposed structure(s): [Commercial (Residential • If existing structure, is a fire sprinkler system installed?:[yes CI No Will tree(s) be removed in association with proposed project? C Yes (Must submit separate Tree Removal Permit) X No Describe in detail the type of work to be performed: Build a 12X18 above grade shed. Sub floor - 4X4's and 2x6's. Plywood 3/4", framed with 2X4's. Roof 2x4's, plywood, moisture barrier, and metal roof. Exterior walls Hardie sheet siding. 4 windows, 1 door Florida Product Approval#For multiple products use Product Approval Information Sheet) Property Owner Information Name Caleb Randall Phone 904-294-4282 Address 243 Belvedere Street City Atlantic Beach State FL Zip 32233 Email randall.caleb@gmail.corn Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) Caleb Randall Contractor Information Name of Company Phone Address City State Zip Qualifying Agent State Certification/Registration# Email Job Site Contact Number Worker's Compensation Insurer OR Exempt [ Expiration Date Architect's Name Email Phone Engineer's Name Email Phone 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 city/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 YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE SITE OF THE IMPROVEMENT BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. edia,. R1Z j Signature of Owner or Agent) 3(DV Signature of Contractor) Signed and sworn to(or affirmed) before me this 2641 day of Signed and sworn to(or affirmed) before me this day of February 2024\ by Caic P...d 11 by Signature of Notary J[ \( l l c)Signature of Notary Personally Known OR AQ Produced Identificationntfi Personally Known OR [ ] Produced Identification TY 'f"'`"'i'...iit U Type of Identification: ti4Y..Pi.:, MELLE BEAL 14'66,:•. Notary Public-State of Florida tAl. Commission#HH 342279 or aL'?' My Comm.Expires Feb 18,2027 Bonded through National Notary Assn. City of Atlantic Beach Building Department JOB ADDRESS: J800 Seminole Road, Atlantic Beach, FL 32233 243 Belvedere Street,Atlantic Beach,FL 32233 110)- Phone: (904) 247-5826 Email: 6uifding-Dept(a?coab.us OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DEPARTMENT TO SIGN THIS DOCUMENT** I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/ BUILDER TO ACKNOWLEDGE THE LAW: To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application and must satisfy local permitting agency requirements, if any, proving that the owner has a complete understanding of the owner's obligations under the law as specified in the disclosure statement in this section. However, for purposes of implementing a "United States Department of Energy SunShot Initiative: Rooftop Solar Challenge"grant and the participation of county and municipal governments, including local permitting agencies under the jurisdiction of such county and municipal governments, an owner's notarized signature or personal appearance to sign the permit application is not required for a solar project, as described in subparagraph (a)3., if the building permit application is submitted electronically to the permitting agency and the owner certifies the application and disclosure statement using the permitting agency's electronic confirmation system. If any person violates the requirements of this subsection, the local permitting agency shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued.The local permitting agency shall provide the person with a disclosure statement in substantially the following form: DISCLOSURE STATEMENT- Please initial Items 1 - 13 1. Ck I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law.The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. n 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. Ck I understand that, as an owner-builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on permits and contracts. 4. I understand that I may build or improve a one-family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease, unless I am completing the requirements of a building permit where the contractor listed on the permit substantially completed the project. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built-( or substantially improved it for sale or lease,which violates the exemption. 5. `-' I understand that, as the owner-builder, I must provide direct, onsite supervision of the construction. 6. CR,I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by county or municipal ordinance. 7. C)ZI understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner-builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfullyil( acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. `-'\I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. applicable laws and requirements that govern owner-builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. Ck I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at (850) 487-1395 or the DBPR for more information about licensed contractors. 11. Ck I am aware of, and consent to, an owner-builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at job address listed on this document. 12. Ck I agree to notify the Atlantic Beach Building Department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. 13. OZ. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner-builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers'compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO 5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904- 247-5826 OR BUILDING- DEPT JCOAB.US ) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Job Address: 243 Belvedere Street,Atlantic Beach,FL 32233 RE# Owner Name: Caleb Randall Phone Number: 904-294-4282 Mailing Address: 243 Belvedere Street City: Atlantic Beach State: FL Zip: 32233 exeipix( Signature of Owner or Agent) Signed and sworn to (or affirmed) before me thisy of February,2024 by C«1c4 (R- 1 pr c• MICHELLE BEAL Signa'Jre of Notary; Y\I `..Q1- 1 ''. Notary Public-State of Florida Commission#HH 342279 [ j Personally Known OR [-oduced Identification C.1Corrs-T• My Comm.Expires Feb 18,2027 I ft C I ,S '1 jBondedthroughNationalNotaryAssn. i 0!.:Uj:,7 JS CITY OF ATLANTIC BEACH t DEPARTMENT OF PUBLIC WORKS rl 2200 Sandpiper Lane Atlantic Beach,FL 32233 TELEPHONE:(904)247-5834 Ril> Impervious Surface Calculation Formula Calculate the square footage of the following: House Footprint 1443 Driveways 343 Sidewalks Walkways and Stepping Stones 158 Detached Garages 288 Detached Sheds Patios Impervious Decking 55 A/C Pads 2 Pool Decking and Water (50% credit for Water) Add the total square footage of the areas listed above, then divide the sum by the total lot area of the property. 2289/7500 = .30 Section 24-68(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 250 square feet or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-68(b). Revised 9/8/22 Build a 12X14 above grade shed. Sub floor will be constructed out of 4X4's and 2x6's. Shed will be about 1 step above ground. Plywood will be a 3/4" plywood and shed will be framed with 2X4's. The roof will be framed with 2X4's and plywood will be laid on top. A moisture barrier will then be applied to roof and walls with a metal roof installed on top of moisture barrier. Exterior walls will be Hardie Sheet siding panels. Four windows and 1 door will be installed as well. z ; i I ' :. ! Ic,(1,, * i -‘4 ! f 1 I 1 1 i ', 1 i t _••-I ,t i 1 , i i wra pro Oq t i i 1 I I 1 ',.. 1 I -- ;I Op+ ! irle1731 , , li i i, , i i i -=,:- 1Ii4 -I ) I 1. i If i• g1i ! .,. 1 04 : 4 fl1f ': 1 1 ! 1 4 t , 1 s, '))*. fl' ' I 4If441. 1 •...?: 1 I 1 i i i ; f ! f 4, ' i1i .1 ; t i I i, t fl I 1111i ai lei : i ai 1 Il ' ii111 - 1 I .' r 1 e 4.ft 4 I i i ; f I i • 11 .', . i I I i I I 1 , • 1 1 ! 1 . 1, 15i . •I ! ! I i , ; i, , ,..- •ft ' -I MEI ....', .-,.'. .,,r.,... 1 i • ,1, 1102 ! 8...!1 1 i a4 IWla.iIi11 ' i i i iIif •fC) .': PPSI.' U'''' i 1 r; 1)I I r• . I I 11 .i k 1 i I • i ii• t I i I 1 1i , 4 0 , i : 1 ' '1 I , Iii -. ."*"ff7 I , i 1 .1 1 1 ' 1 I iii 11i ' I i t t I 01P,I e.......4.4........... 1 viA" ,,,Li. h 9\7„, +1k/i 1 It f 1 I I i1 • c ,.J \it14,1 I ! 1 ,...4,-,-4 v r) }"c•oe,Ala 1 1 , 1, : ! 1 H..... . , BOUNDARY SURVEY SURVEY NOTES F.H.A REQUIREMENTS DIST. CONCRETE DRIVE CROSSES THE PROPERTY LINE ON WESTERLY SIDE OF LOT. WELL TO HOUSE 7.11 THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY. WELL TO EAST PROP.LINE 23.5± WELL TO NORTH PROP.LINE 19.2'± w}. t.7%':'.Y I n y Q N C.p\ i hq w4 O o\ o? J• V 7 yo o 0 266 GJC°? 2q Q00' 7 co- 266 ryo 0 4,4,.‘ V.641 4/ 00 00 4\*-\4. ' \%4' 03' 4Irq5 FoOo , l ' or1I eA0-o- _„,..-•- o ICt, o° o A') b~4 Qp 5 ''q.. e v i H Geis e t t .T_ e o 2 P A l P No.sats m ti SURVEYORS CERTIFICATE A R G E T I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY ISA TRUE AND CORRECT REPRESENTATION OFA SURVEYING LLC>/al SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT ANAUTHENTICATED ELECTRONIC LB#7893 STATE OF SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL,m o ,Ft o R 1 0'' s OR A RAISED EMBOSSED SEAL AND SIGNATURE.6 L • SERVING FLORIDA Digitally by 6250 N.MILITARY TRAIL,SURE 102KENN KNNEH,;KENNETH WEST PALM BEACH,FL 33407OSBORNE SIGNED) 40-4800OSBORNEI44110.STATEWIDE B( 80)226-480714:41:10-04'00 KENNETH J OSBE A34%L OP 2PAG STATEWIDE FACSIMILE (800)741-0576 PROFESSIONAL SURVEYOR AND MAPPER#6415 N L I Ut I) WEBSITE: http://targetsurveying.net J T ,j t PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) Project Address: `1 3 GQ_\\Jucte rc? S k 4--I rwr.+I C (1 e act. Q1-- > -Z- ' Permit#: C I IOwner/Project Name: r `` As required by Florida Statute 553.842 and Florida Administrative Code Rule 61G20-3, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging 2.Sliding G b FL 3.Sectional 4.Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung 2ek,ab;1-I- Vinyl I-11 srii() It tti: liC w FLacl . 7 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 06/21/21 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local It C. PANEL WALL 1.Siding Sa,••,os Hetr k7 Doc ,d c'i,4 FL /3ic )- 2.Soffits 7 3. EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7. Glass block 8. Membrane 9.Greenhouse 10.Synthetic stucco 11.Other D. ROOFING PRODUCTS 1.Asphalt shingles 2. Underlayments 3. Roofing fasteners re.KS I %Z ('ceM;4,.., 5cra S 7; c- P10-0L 3 1 I G I S v0 4. Nonstructural metal Sct2,r5 roof 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17.Other GcN(v1 ;Zecl5}ee' R.' ' r L goLl g ln1a,n COr(10o41 aJ / Page 2 of 4 Updated 06/21/21 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2. Bahama 3.Storm panels 4.Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1.Wood IrJrk c+r"`q TV 1,,c0 a .,2 c{ c+,‘„_( connector/anchor d' a 2.Truss plates S i -pc o - 3. Engineered lumber S vd.re \A.)(2..ci-isif ! P i e 4. Railing 5. Coolers-freezers 6.Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12.Sheds 13. Other G.SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 06/21/21 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Contractor Name (Print Name): Cc,1, b Contractor Signature: egAfdeig,A Company Name: Pw.-0k0 ( ( R-0 lJ ia•q LLC. Mailing Address: at4 , gcL\vocke re. S+- eotc L 1L 3 i 33 City: /4-4d + e— Q k State: L Zip Code: 3 Telephone Number: 0 Li ,)-91 H E-mail Address:r 4 a \ • L U- (e @)c Cell Phone Number: Fax Number: Page 4 of 4 Updated 06/21/21 NDC- N0+;ce 04. CdlMrnebet Cer.en -}' F,' IC4 State of Florida Tax Folio No. 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: Residential Home at 243 Belvedere Street Atlantic Beach FL 32233 7500 square foot lot with a 1 story house that is 1443 square foot Address of property being improved: 243 Belvedere Street,Atlantic Beach, FL 32233 General description of improvements: Build Structure in backyard as used for a workspace m o oT c o Caleb Randall 243 Belvedere Street,Atlantic Beach FL 32233 o z o g * Owner: Address: a p Workspace F0a4' Owner's interest in site of the improvement: p e z o" G7 NN 1)Fee Simple Titleholder(if other than owner): o o o AName: Ca Le b Zon oa r - C'c I •e b '\ IA Contractor: i( w. T7 D Address: ca L( 3 (3 e k e 012 r c S-F Gfi I 4 h -1-1‘C ee_of f- L ,r23 cnCD Telephone No.: q0 L{ 01- a! i-(a Fax No: o Surety(if any) O o A Address: Amount of Bond$ r- Telephone 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: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER al atoi zy Signed:see • Date: Before me this 7,V2 day of ( 191A\* I ' s in t e Co ty of Duval,State MICHELLE REAL Of Florida,has personally appeared . ' Notary Public-State of Florida Notary Public at Large,State of Flori a,County of Duval. g, Commission tl HH 342279 My commission expires: 0 LI ( 11Y-2-7) P,".' My Comm.Expires Feb 18,2027 Dear nnnlly ICnn un• Bonded through National Notary Assn. y e S. S fL E `Xl&^r l $E LEGAL DESCRIPTION AND CERTIFICATION Lot 460 and the North 1/2 Lot 461,PLAT OF SECTION NO. 1 SALTAIR,460 according to the Plat thereof,as recorded in Plat Book 10.Page 8,of the Public Records of DUVAL County.Florida. Community Number: 120075 Panel:0409 Suffix:J Flood Zone:X Field Work:8/6/2020 Certified To: CALEB RANDALL AND LAUREN RANDALL;CLOSING BEAR,LLC.;FIDELITY NATIONAL TITLE INSURANCE COMPANY;NFM,INC.DBA NFM LENDING,its successors and/or assigns. Property Address: 243 BELVEDERE STREET ATLANTIC BEACH,FL 32233 Survey Number:427025 Client File Number:20-0364 ABBREVIATION DESCRIPTION: SYMBOL DESCRIPTIONS: A.E. ANCHOR EASEMENT F.F.EL. FINISH FLOOR ELEVATION O.R.B. OFFICIAL RECORDS BOOK AC AIR CONDITIONER F.I.P. FOUND IRON PIPE PI PLAT B.M. BENCH MARK F.I.R. FOUND IRON ROD P.B. PLAT BOOK MIA •CATCH BASIN MISC.FENCE B.R. BEARING REFERENCE F.P.K. FOUND PARKER-KALON NAIL P.C. POINT OF CURVATURE CENTERLINE ROAD 0 =PROPERTY CORNERC) CALCULATED L) LENGTH P.C.C. POINT OF COMPOUND CURVE A CENTRAL i DELTA ANGLE L.A.E. LIMITED ACCESS EASEMENT P.O.B. POINT OF BEGINNING COVERED AREA ®U.9 = UTILITY BOXP.O.C. POINT OF COMMENCEMENTCHCHORDL.M.E. LAKE MAINTENANCE EASEMENT P.R.C. POINT OF REVERSE CURVE XXX=EXISTING ELEVATION P D) DEED/DESCRIPTION M) MEASURED/FIELD VERIFIEDca) =UTILITY POLE D.E. DRAINAGE EASEMENT M.H. MANHOLE P.T. POINT OF TANGENCY HYDRANT Er =WATER METERD.H. DRILL HOLE N&D NAIL&DISK RAN RIGHT-OF-WAY DNJ DRIVEWAY N.R. NOT RADIAL R) RADIAL/RADIUS S -MANHOLE WELL E.O.W. EDGE OF WATER N.T.S. NOT TO SCALE S.I.R. SET IRON ROD F.C.M. FOUND CONCRETE MONUMENT O.H.L. OVERHEAD UTILITY LINES T.O.B. TOP OF BANK METAL FENCE e =WOOD FENCE U.E. UTILITY EASEMENT PAGE 1 OF 2 PAGES NOT COMPLETE WITHOUT PAGE 2) GENERAL NOTES: R G E1LEGALDESCRIPTIONPROVIDEDBYOTHERS 2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ONTHE PLAT. SURVEYING,T 17 1"E`fTMT( ''( IE C3) UNDERGROUND PORTIONS OF FOOTINGS,FOUNDATIONS OR OTHER IMPROVEMENTS V J J Jl J1 T • mp WERE NOT LOCATED. 4) WALL TIES ARE TO THE FACE OF THE WALL AND ARE NOT TO BE USED TO RECONSTRUCT LB#7893 BOUNDARY LINES. 5 ONLY VISIBLE ENCROACHMENTS LOCATED. SERVING FLORIDA 6 DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 7 FENCE OWNERSHIP NOT DETERMINED. 6250 N.MILITARY TRAIL,SUITE 102 8) ELEVATIONS INDICATED HEREON ARE IN FEET AND DECIMALS REFRENCED TO N.G.V.D.1929 WEST PALM BEACH,FL 33407 9) IN SOME INSTANCES,GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE PHONE (561)640.4800 CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. STATEWIDE PHONE (800)226-4807 IN ALL CASES,DIMENSIONS SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER STATEWIDE FACSIMILE (800)741-0576SCALEDPOSITIONS.WEBSITE: http:l/targetsurveying.net USTB 19 | Version 3 | PAGE 1 of 12For complete installation information visit www.HardieInstallation.com TECHNICAL BULLETINApplying James Hardie® Siding over Continuous Insulation and Non-Nailable Substrates SEPTEMBER 2014 #19 The guidance and instructions provided in this technical bulletin are valid for and applicable to James Hardie® products only. James Hardie Building Products Inc. makes no warranty or representation with respect to use of the information contained herein for any use other than with James Hardie® products, including but not limited to use with ﬁ ber cement siding products made by others or siding products made of other materials. You bear all risk associated with using any of the information contained herein in any way other than with James Hardie products, including in the design or construction of structures with ﬁ ber cement siding products made by others or siding products made from other materials. Rainscreen application for panels - James Hardie requires a 3/8 in. air gap (Rainscreens, Furring, Etc.), when installing HardiePanel on a Multi-Family/ Commercial project. Reference Rainscreen guidelines here: http://www.jameshardiecommercial.com/hardiepanel-install-requirements.shtml SCOPE This bulletin summarizes the application of Hardie® Siding by two methods that align with the goal to improve the building’s thermal envelope: • Method 1 - James Hardie® Siding installed directly over continuous insulation (c.i.) and other non-nailable substrates (e.g. gypsum sheathing) with combined thickness of 1 inch or less • Method 2 - James Hardie® Siding installed to furring strips that are attached through the c.i. and other non-nailable substrates (e.g. gypsum sheathing) and to wall framing Building codes are evolving and require improved building energy efﬁ ciency. The Department of Energy (DOE) is working from the code development goals below; these goals directly relate to the building’s thermal envelope requirements. • US Code development goal is 30% energy efﬁ ciency improvement in 2012 IECC (relative to 2006)1 • US Code development goal is 50% energy efﬁ ciency improvement in 2015 IECC (relative to 2006)1 • National Energy Code for Housing, in Canada, is to have approximately 25% more efﬁ ciency and is to be included as an update to the NBC Part 9 in late 2012.2 CONTENT Method 1, Applying Hardie® Siding Directly through Non-Nailable Substrates 1 inches thick and less Page 2 Method 2, Applying Hardie® Siding to Furring Installed Over Non-Nailable Substrates up to 4 inches thick Page 4 DISCLAIMER Page 6 Appendix A Reference Material Page 7 Table 1, James Hardie Product Installation Literature Page 7 Table 2, Siding Weight Page 7 Table 3, Softwood Furring Weight Page 7 Table 4, Design Guidance on Furring Attachment Page 8 Appendix B Worked Examples Page 9 Appendix C Background Code Requirements Page 13 1 U.S. Department of Energy, Building Technologies Program, 03/05/2012. http://apps1.eere.energy.gov/buildings/publications/pdfs/corporate/ns/webinar_residential_energycodes_20110222.pdf 2 National Research Council Canada, 03/05/2012. http://www.nrc-cnrc.gc.ca/eng/ci/v16n3/1.html USTB 19 | Version 3 | PAGE 2 of 12For complete installation information visit www.HardieInstallation.com #19 Method 1: Applying Hardie® Siding Directly through C.I. and Non-Nailable Substrates 1 inches thick and less: When applying James Hardie® Siding directly over the combined thickness of foam sheathing (continuous insulation) and other non-nailable substrates (e.g. gypsum sheathing), up to 1 inch thick, the foam sheathing and other non-nailable substrates do not have nail holding capacity. The basic premise of Method 1 is to extend the fastener length by the combined thickness of the non-nailable substrates being used. The fastener length accommodates the thickness of all the non-nailable substrates between the product and the wall framing and maintains the requisite net penetration of the fastener into the framing. Figure 1: Exterior Wall Assembly for Siding applied directly over foam NOTE: If layer E from Figure 1 above is a non-nailable substrate (e.g. gypsum sheathing), the combined thickness of layers D + E must be 1 inch or less. If greater than 1 inch see Method 2. METHOD 1 GUIDANCE Step 1: Determine the foam sheathing thickness, in inches, needed to meet the code required R-value and wall sheathing wind pressure performance requirements if not used as oversheathing. Step 2: Determine the wind load requirements for the project in accordance with the local building codes. Step 3: Determine the project’s wall frame spacing and stud type Step 4: Identify relevant James Hardie Product Literature (see Table 1, page 7). Step 5: Determine the appropriate James Hardie Siding fastener for the project’s wind load requirements. Wind pressure ratings information is available in the relevant ICC-ES product evaluation report or technical data sheet and can be found in the “Code Approvals” section of Table 1, page 7. Step 6: Ensure the Fasteners selected are available in the necessary length i. For wood studs: Add the combined non-nailable substrate thickness to the selected fastener length, in Step 5, and determine the appropriate fastener length needed to apply James Hardie siding directly over max 1 inch non-nailable substrates. ii. For metal studs (with screws): The length of the minimum #8 screw shall be increased as necessary to ensure it will penetrate through the minimum 20 gauge metal studs by 3 full threads when applying James Hardie siding directly over max 1 inch thick non-nailable substrates; screw head diameter shall be as required from Step 5. iii. For metal studs (with knurled shank hardened pins): The length of the pin shall increased as necessary to ensure it will penetrate through the minimum 20 gauge metal studs by at least ¼ inch when applying James Hardie siding directly over max 1 inch thick non-nailable substrates (pin head diameter shall be as required by Step 5). Refer to fastener/tool manufacturer for fastener installation guidance for use with James Hardie® Siding. USTB 19 | Version 3 | PAGE 3 of 12For complete installation information visit www.HardieInstallation.com #19 METHOD 1 GUIDANCE (CONTINUED) Step 7: Install the James Hardie Siding in accordance with the Product Installation Literature (see Table 1). • Attach the siding to the framing members. • Caution should be taken as irregularities and unevenness in framing, sheathing, foam and other wall assembly components, including under driven nails, can telegraph through to the ﬁ nished siding and trim. These irregularities should be corrected before the siding is installed. When using continuous insulation (foam sheathing), avoid over-driving fasteners, which can result in dimpling of the siding due to the compressible nature of the foam sheathing. Extra caution is necessary if power driven fasteners are used for attaching siding over foam sheathing, make sure gun pressures are adequate to prevent overdriving fasteners. Note: We recommend performing a small siding mockup prior to installation to ensure the fastening practice and/or fastening tools are properly adjusted. Fasteners must be installed in a manner to avoid overdriving, yet snug enough to remove gaps between the connected parts. • Foam sheathing shall be minimum Type II (EPS) or Type X (XPS) per ASTM C578, or Type 1 (Polyiso) per ASTM C1289. • Transfer the frame layout directly from wall framing to each attachment of the outermost non-nailable substrate or • Snap vertical chalk lines onto the outermost non-nailable substrate at each stud location after it has been installed (some foam products may be available with pre-marked fastener lines). • When installing trim on inside corners, outside corners, and around wall penetrations (e.g. windows, doors, vents), extra attention is needed to install the trim and accommodate the wall framing offset that the foam thickness creates. • If you have questions on trim layout contact James Hardie Technical Services - 1-800-942-7343. USTB 19 | Version 3 | PAGE 4 of 12For complete installation information visit www.HardieInstallation.com #19 Method 2: Applying Hardie® Siding to Furring Installed Over Non-Nailable Substrates up to 4 inches thick: When applying James Hardie Siding to furring strips, which is applied on foam sheathing or other non-nailable substrates (e.g. gypsum sheathing) with a combined thickness up to 4 inches thick, the foam sheathing and other non-nailable substrates do not have nail holding capacity. For that reason, the designer needs to reestablish the siding’s nail holding surface. When applying by this method, the nail holding substrate for the cladding is the furring strips. The basic premise of Method 2 is to reestablish the nail base overtop the foam sheathing by installing a furring that has sufﬁ cient thickness to accommodate the James Hardie® Siding fastener. Figure 2: Exterior Wall Assembly for Siding applied to Furring NOTE: If layer F from Figure 2 above is a non-nailable substrate (e.g. gypsum sheathing), the combined thickness of layers E + F must be less than 4 inches. METHOD 2 GUIDANCE Step 1: Determine the foam sheathing thickness, in inches, needed to meet the code required R-value. Step 2: Determine the wind load requirements for the project in accordance with the local building codes. Step 3: Determine the project’s wall frame spacing and stud type. Step 4: Identify relevant James Hardie Product Literature (see Table 1). Step 5: Determine the appropriate James Hardie Siding fastener for the project’s wind load requirements. Wind pressure ratings information is available in the relevant ICC-ES product evaluation report or technical data sheet and can be found in the “Code Approvals” section of (Table 1). NOTE: The fastener length and stud type will determine the furring thickness and furring type in Step 6. Step 6: Select the appropriate furring material NOTE: the National Building Code (NBC) in Canada may contain furring (strapping) requirements that will take precedence over the guidance below. • For metal furring, The metal furring must be 20 gauge min (33 mil) to 16 gauge max (54 mil), with a dimension that satisﬁ es the installation requirements. NOTE: When installing steel Z-girts, be sure to fasten close to the Z-girt spine when applying panel fasteners. This helps prevent deﬂection which can result in incomplete fastening and gaps between the panel and the furring. • For wood furring, the wood furring thickness will be dependent on the fastener selected. The wood furring thickness is equal to the net penetration of the fastener. As a best practice use wood furring that is nominally 4 inches wide. The wood furring speciﬁ c gravity shall be equivalent to the reference wood stud speciﬁ c gravity in the James Hardie Installation Literature or Product Evaluation Report. USTB 19 | Version 3 | PAGE 5 of 12For complete installation information visit www.HardieInstallation.com #19 METHOD 2 GUIDANCE (CONTINUED) Step 7: Determine the (siding + furring) weight. James Hardie siding weights are found in Table 2, and softwood furring weights are found in Table 3. Step 8: Select the furring strip fastener size and furring strip fastener spacing necessary for wind loads and the system weight. (See Table 4). Step 9: Verify the furring’s fastener availability, for the lengths that provide the required net penetration into framing. Step 10: Install the furring strips over the foam following the furring fastener manufacturer (or Foam Sheathing Coalition) installation guidance (from Step 7 above). • The fastener must fully engage the framing or stud. • To help the furring installer know where the framing members are so as to attach the furring to the framing, o Transfer the frame layout directly from wall framing to each attachment of rigid foam insulation or o Snap vertical chalk lines onto the foam insulation at each stud location after foam has been installed (some foam products may be available with pre-marked fastener lines). • Install fasteners prior to utilities to avoid potential damage. • Caution should be taken as irregularities and unevenness in framing, sheathing, foam and other wall assembly components, including under driven nails, can telegraph through to the ﬁ nished siding and trim. These irregularities should be corrected before the siding is installed. • Fasteners must be installed in a manner to avoid overdriving, yet snug enough to remove gaps between the connected parts. Adjust driving tools and installation practice accordingly. • Foam sheathing shall be minimum Type II (EPS) or Type X (XPS) per ASTM C578, Type 1 (Polyiso) per ASTM C1289, or Type IVB mineral fi ber board thermal insulation per ASTM C 612. • When installing trim on inside corners, outside corners, and around wall penetrations (e.g. windows, doors, vents), a wider furring strip may be needed to accommodate the trim width and accommodate the wall framing offset that the foam thickness creates. If you have questions on trim layout contact James Hardie Technical Services - 1-800-942-7343. Step 11: Install the James Hardie Siding to furring strips and in accordance with the Product Installation Literature (see Table 1). NOTE: the siding attachment system design is the responsibility of the design professional. The advice given, on how to build a nailable base (e.g. 1 inch nominal, 2 inch nominal wood furring, or minimum 20 gauge metal channels) over foam sheathing and any other non-nailable substrates must be approved by the relevant specialists engaged for the project (e.g., builder, architect or engineer). James Hardie will not be responsible in connection with any such information or assistance. NOTE: James Hardie recommends performing a siding mockup prior to installation, to ensure the fastening practice and/or fastening tools are properly adjusted. Fasteners must be installed in a manner to avoid overdriving, yet snug enough to remove gaps between the connected parts. Adjust driving tools and installation practice accordingly. USTB 19 | Version 3 | PAGE 6 of 12For complete installation information visit www.HardieInstallation.com #19 DISCLAIMER: The guidance and instructions provided in this technical bulletin are valid for and applicable to James Hardie® products only. James Hardie Building Products Inc. makes no warranty or representation with respect to use of the information contained herein for any use other than with James Hardie® products, including but not limited to use with ﬁ ber cement siding products made by others or siding products made of other materials. You bear all risk associated with using any of the information contained herein in any way other than with James Hardie products, including in the design or construction of structures with ﬁ ber cement siding products made by others or siding products made from other materials. All national, state, and local building code requirements must be followed, and where they are more stringent than the James Hardie product installation requirements, state and local requirements will take precedence. Current and detailed information on James Hardie product applications are found at http://www.jameshardie.com. With regards to design advice: Any information or assistance provided by James Hardie in relation to speciﬁ c projects must be approved by the relevant specialists engaged for the project, e.g., your builder, architect or engineer. James Hardie will not be responsible in connection with any such information or assistance. It is the responsibility of the licensed architect, designer, speciﬁ er or builder to ensure that the construction details are suitable for the intended application of the project. The responsible party shall also identify moisture related risks associated with any particular building design. The wall construction design must effectively manage moisture and porivde consideration to wind driven rain, wall penetrations or artiﬁ cially heated and cooled spaces. For further clariﬁ cation, please contact your local sales representative, or, the James Hardie Technical Desk at 1-800-942-7343. USTB 19 | Version 3 | PAGE 7 of 12For complete installation information visit www.HardieInstallation.com #19 PRODUCT SUBJECT MATTER LINK HardiePlank® Lap Siding, HardiePanel® Siding, HardieShingle® Siding Install Instructions http://www.jameshardie.com/developer/helpSupport_productInstructions.shtml Best Practice Guides http://www.jameshardie.com/developer/bestPractices.shtml Code Approvals http://www.jameshardie.com/developer/designBuildCenter_technicalDocuments.shtml Cemplank® Siding, Cempanel® Siding Install Instructions http://www.cemplank.com/installation.shtml Code Approvals http://www.jameshardie.com/developer/designBuildCenter_technicalDocuments.shtml Prevail™ Lap Siding, Prevail™ Panel Siding Install Instructions http://www.prevailsiding.com/ Code Approvals http://www.jameshardie.com/developer/designBuildCenter_technicalDocuments.shtml Artisan® Lap Siding Install Instructions http://www.artisanluxury.com/installation.shtml Code Approvals http://www.jameshardie.com/developer/designBuildCenter_technicalDocuments.shtml For questions contact:James Hardie Technical Services - 1-800-942-7343 TABLE A.1: JAMES HARDIE PRODUCT LITERATURE TABLE A.2: JAMES HARDIE SIDING WEIGHT TABLE A.3: SOFTWOOD FURRING WEIGHT¹ PRODUCT THICKNESS (INCHES)POUNDS PER SQUARE FOOT1 HardieShingle® Siding 1/4 1.9 HardiePlank® Siding 5/16 2.5 HardiePanel® Siding 5/16 2.3 Cemplank® Siding 5/16 2.5 Cempanel® Siding 5/16 2.3 Prevail™ Lap Siding 5/16 2.5 Prevail™ Panel Siding 5/16 2.3 Artisan® Lap Siding 5/8 4.6 HardieTrim® Boards 3/4 4.4 HardieTrim® Boards 1 7.1 Artisan® Accent Trim 1-1/2 8 1, Consult www.jameshardie.com for the most up to date information. 1, The Engineering ToolBox, 03/05/2012, http://www.engineeringtoolbox.com/softwood-lumber-dimensions-d_1452.html NOMINAL SIZE ACTUAL SIZE FURRING WEIGHT CONTRIBUTION AT SPACING (in x in)(in x in)(mm x mm)Weight 16 in. OC 24 in. OC (lb/ft)1 (psf)(psf) 1 x 1 3/4 x 3/4 19 x 19 0.14 0.11 0.07 1 x 2 3/4 x 1 1/2 19 x 38 0.27 0.20 0.14 1 x 3 3/4 x 2 1/2 19 x 64 0.47 0.35 0.24 1 x 4 3/4 x 3 1/2 19 x 89 0.64 0.48 0.32 1 x 6 3/4 x 5 1/2 19 x 140 1 0.75 0.50 1 x 8 3/4 x 7 1/4 19 x 184 1.32 0.99 0.66 2 x 2 1 1/2 x 1 1/2 38 x 38 0.55 0.41 0.28 2 x 3 1 1/2 x 2 1/2 38 x 64 0.94 0.71 0.47 2 x 4 1 1/2 x 3 1/2 38 x 89 1.28 0.96 0.64 2 x 6 1 1/2 x 5 1/2 38 x 140 2 1.50 1.00 2 x 8 1 1/2 x 7 1/4 38 x 184 2.64 1.98 1.32 USTB 19 | Version 3 | PAGE 8 of 12For complete installation information visit www.HardieInstallation.com #19 1, Consult manufacturer for most recent literature and design guidance. 2 HeadLok™ is a trademark of OMG, Inc. Copyright ©2011 OMG, Inc. All rights reserved. TABLE A.4: DESIGN GUIDANCE ON FURRING ATTACHMENT FOR JAMES HARDIE® SIDING FURRING TYPE FURRING THICKNESS (INCHES) FRAMING MEMBER FURRING FASTENER TYPE COMPANY / PHONE EMAIL TECHNICAL REPORTS1 Wood Minimum 3/8 Minimum 2X wood HeadLok™ Heavy Duty Flathead Fastener2 FastenMaster / 1-800-518-3569 info@fastenmaster.com TER No. 1009-01 “Use of FastenMaster Headlok™ Fasteners to Attach Cladding and/or Furring to Wood Framing Through Foam Sheathing” Minimum 3/4 Nails, wood screws, lag screws Foam Sheathing Coalition http://www.foamsheathing.org/ contactus.php “Guide to Attaching Exterior Wall Coverings through Foam Sheathing to Wood or Steel Wall Framing” Minimum 20 gauge (33 mil) Steel Stud Screws Minimum 18 gauge (43 mil) steel stud Screws Metal Minimum 20 gauge (33 mil) steel hat Minimum 20 gauge (33 mil) steel stud Screws Foam Sheathing Coalition http://www.foamsheathing.org/ contactus.php “Guide to Attaching Exterior Wall Coverings through Foam Sheathing to Wood or Steel Wall Framing”Minimum 18 gauge (43 mil) steel stud 18 gauge GALVALUME see manufacturer Various Knight Wall Systems / 1-855-597-9255 info@knightwallsystems.com “Installation Instructions” USTB 19 | Version 3 | PAGE 9 of 12For complete installation information visit www.HardieInstallation.com #19 APPENDIX B – WORKED EXAMPLES B.1 Worked Example by Method 1 – (This would apply to any scenario where the combined thickness of non-nailable substrates added together is 1-inch or less.) Consider the case where installing direct to foam sheathing is used, and the project details are listed as follows: • Climate Zone: 5 • Residential Wood Frame Construction • Required Wall R-value (2009 IECC) at R-19 or R-13+5ci • 5/16 in. thick HardiePlank® Lap Siding at 8.25 in. width • Wall stud spacing at 16 in. on center with SPF stud type • Design wind speed at 100mph, for wind exposure category B, project mean roof height at 30ft. Solution The designer shall choose R-15+5ci to comply with code thermal envelope and follow the steps, Step 1: to meet R-5 requirement for continuous insulation the foam insulation shall consist of 1 inch polyisocyanurate or 1 in. extruded polystyrene (refer to foam sheathing manufacturer’s data). Also verify foam sheathing wind pressure resistance, consult with foam sheathing manufacturer, Step 2: wind load is 100mph, Category B, 30 ft mean roof height, Step 3: refer to James Hardie Literature (Table 1) Step 4: ﬁ nd assembly that meets wind load requirements, as listed in ESR-2290, to cover 24 inch on center framing and building height 30 feet. Note that the fastener length in ESR is 2 inches long, Step 5: for installation of HardiePlank® with wood studs, add the foam thickness of 1 inch to the suggested fastener length. Therefore a total length of 3 inch long x 0.093 inch shank x 0.222 inch head diameter siding nail is the appropriate fastener needed to apply James Hardie siding over foam sheathing, in this example. Consult with fastener manufacturer to ﬁ nd the fastener in needed. For example, the above referenced fastener information is available at http://www.mazenails.com NOTE: a longer fastener is acceptable, as long as the head bearing area, shank diameter, and net penetration in to timber are at least the same as the fastener listed in the relevant approvals section. USTB 19 | Version 3 | PAGE 10 of 12For complete installation information visit www.HardieInstallation.com #19 Step 6: install HardiePlank® siding in accordance with Installation Instructions and other supporting literature. • To help the siding installer know where the framing members are so as to attach the siding to the framing, o Transfer the frame layout directly from wall framing to each attachment of rigid foam insulation or o Snap vertical chalk lines at each stud location after foam has been installed. • Foam sheathing shall be minimum Type II (EPS) or Type X (XPS) per ASTM C578, or Type 1 (Polyiso) per ASTM C1289. • When installing trim on inside corners, outside corners, and around wall penetrations (e.g. windows, doors, vents), extra attention is needed to install the trim and accommodate the wall framing offset that the foam thickness creates B.2 Worked Example by Method 2 – (This would apply to any scenario where the combined thickness of non-nailable substrates added together is greater than 1-inch but equal to or less than 4-inches.) Consider the case where furring on foam sheathing is used, and the project details are listed as follows: • Climate Zone: 6 • Residential Wood Frame Construction • Required Wall R-value (2009 IECC) at R-20+5ci or R-13+10ci • 5/16 in. thick HardiePlank Lap Siding at 8.25 in. width • 2x4 wall stud spacing at 16 in. on center with SPF stud type • Design wind speed at 110mph, for wind exposure category B, project mean roof height at 40ft. Solution The designer shall choose R-13+10ci to comply with code thermal envelope in 2x4 construction and follow the steps, Step 1: to meet R-10 requirement for continuous insulation the foam insulation shall consist of 2 inch extruded polystyrene or 1.55 inch polyisocyanurate or 2.5 expanded polystyrene (refer to foam sheathing manufacturer’s data), Step 2: wind load is 110mph, Category B, 40 ft mean roof height, Step 3: project requires 16 inch on center SPF wood studs Step 4: refer to James Hardie Literature (Table 1), Step 5: ﬁ nd assembly that meets wind load requirements, as listed in ESR-2290, to cover 16 inch on center framing and building height 40 feet. Normally, the shortest fastener is preferred since the fastener length will control the furring thickness. USTB 19 | Version 3 | PAGE 11 of 12For complete installation information visit www.HardieInstallation.com #19 Step 6: select furring material, with speciﬁ c gravity in accordance with ESR-2290, spaced at 16 in. on center, aligned with wall framing. • The fastener is 1.25 inches long, no. 11 ga roofi ng nail, blind nailed, • Fastener achieves 0.75 inches of net penetration into wood stud o Nail length=1.25 in., Plank thickness=0.313 in.. o Paper thickness=0.063 in., Stud/plank gap=0.125 in.. o Net Penetration = 1.25-0.313-0.063-0.125. • Furring must be a minimum of 0.75 in. thick to achieve the same values as listed in ESR-2290. Furring is therefore 1x4 nominal (3/4 x 3.5 actual). Step 7: determine assembly weight of siding and furring from Table 2 and Table 3, • HardiePlank Lap Siding = 2.5 lb/sqft, • ¾ in. furring x 3.5 in. wide = 0.48 lb/ft • Total weight is 2.98 lb/sqft Step 8: select furring strip fastener size and the system weight (see Table 4), • In this design example nominal 1 inch by 4 inch wood furring is required. This example uses the FastenMaster HeadLok™ Fastener to attach the furring through the foam and into the wall studs. Review TER No. 1009-01 (Table 4, page 8), it shows that 24 inch on center fastener spacing is adequate for this example project’s wind load, (siding + furring) weight and furring spacing., Step 9: TER No. 1009-01 Table 2 requires the HeadLok Fastener penetrate 2 inches into the wood stud Therefore the length of HeadLok Fastener needed is (0.75 in.furring + 2 in.foam + 2 in.net penetration) = 4.75 inches. HeadLok Fasteners are not offered in 4.75 inch lengths so default to the next size up, in this case a 5 inch HeadLok Fastener Step 10: install furring strips over the foam following FastenMaster installation guidance. • The fastener must fully engage the framing or stud, • Furring must attach to framing, o Transfer the frame layout directly from wall framing to each attachment of rigid foam insulation or, o Snap vertical chalk lines at each stud location after foam installation • Fasteners must be installed in a manner to avoid overdriving, yet snug enough to remove gaps between the connected parts and maintain a planar (non-wavy) surface for connection. • Foam sheathing shall be minimum Type II (EPS) or Type X (XPS) per ASTM C578, Type 1 (Polyiso) per ASTM C1289, or Type IVB mineral fi ber board thermal insulation per ASTM C 612. • When installing trim on inside corners, outside corners, and around wall penetrations (e.g. windows, doors, vents), a wider furring strip may be needed to accommodate the trim width and accommodate the wall framing offset that the foam thickness creates. If you have questions on trim layout contact James Hardie Technical Services 1-800-942-7343 Step 11: install HardiePlank siding in accordance with Installation Instructions and other supporting literature. NOTE: The National Building Code (NBC) in Canada may contain furring (strapping) requirements that will take precedence over the guidance above. IMPORTANT: Failure to install and ﬁ nish this product in accordance with applicable building codes and James Hardie written application instructions may affect system performance, violate local building codes, void the product-only warranty and lead to personal injury. DESIGN ADVICE: Any information or assistance provided by James Hardie in relation to speciﬁ c projects must be approved by the relevant specialists engaged for the project eg. builder, architect or engineer. James Hardie will not be responsible in connection with any such information or assistance. 1.866.442.7343 | www.jameshardie.com Additional Installation Information, Warranties, and Warning are available at JamesHardie.com © 2014 James Hardie Building Products, Inc. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited. The is a registered trademark of James Hardie Technology Limited. TB1201 08/14 #19 USTB 19 | Version 3 | PAGE 12 of 12 CLIMATE ZONE 2006 IECC 2009 IECC 2012 IECC Residential, Wood Frame Wall R-value 1 R-13 R-13 R-13 + R-3.8ci or R-20 2 R-13 R-13 R-13 + R-3.8ci or R-20 3 R-13 R-13 R-13 + R-3.8ci or R-20 4 except marine R-13 R-13 R-13 + R-3.8ci or R-20 5 and marine 4 R-19 or 13+5 R-19 or 13+5 R-13 + R-7.5ci or R-20 + R-3.8ci 6 R-19 or 13+5 R-19 or 13+5 R-13 + R-7.5ci or R-20 + R-3.8ci 7 R-21 R-21 R-13 + R-7.5ci or R-20 + R-3.8ci 8 R-21 R-21 R-13 + R-15.6ci or R-20 + R10c Non-Residential, Metal Frame Wall R-value 1 R-13 R-13 R-13 + R-5ci 2 R-13 R-13 R-13 + R-5ci 3 R-13 R-13 R-13 + R-7.5ci 4 except marine R-13 R-13 + R-7.5 ci R-13 + R-7.5ci 5 and marine 4 R-13 + R-3.8ci R-13 + R-7.5 ci R-13 + R-7.5ci 6 R-13 + R-3.8ci R-13 + R-7.5 ci R-13 + R-7.5ci 7 R-13 + R-7.5ci R-13 + R-7.5 ci R-13 + R-7.5ci 8 R-13 + R-7.5ci R-13 + R-7.5 ci R-13 + R-7.5ci APPENDIX C – BACKGROUND CODE REQUIREMENTS Figure 1, IECC Climate Zones, Figure D.1: IECC Climate Zone Table D.1: Summary of IECC Wall R-values (refer to IECC for actual wall R-values) NOTE: : other R-value combinations are possible by way of the u-value performance procedure in the IECC. Contact your sales representative for more information. Description An industry leader in strength and durability, this popular and versatile panel features classic looks and is used in a wide range of applications including residential, commercial, and post-frame installations. MasterRib was designed with extra-wide ribs to increase strength and ease in handling and installation. In addition, the oversized anti-siphoning channel on the underlap rib provides superior water shedding capacity in the presence of extreme wind and rain loads. Specications • Exposed fastener panel for roof and wall applications • 3:12 minimum recommended roof pitch • Suitable for solid deck or open framing Substrates and Coatings • 29 and 26 gauge high strength steel • Anti-corrosion AZ50 Galvalume coating for painted and AZ55 for unpainted steel. • 45 Year and Lifetime Siliconized Modified Polyester Paint System Finish Options • 20 Paint Colors • Energy Star Certified Color Available • Unpainted Galvalume • Unpainted Galvanized Approvals and Certications • Metal Construction Association Certified • Miami-Dade Approved for Wind Uplift • Florida Building Code Approved • Energy Star Certified • Texas Department of Insurance Approved • Highest UL Ratings for Wind Uplift, Fire and Impact Resistance • No Coastal Set Back RECOMMENDED FASTENING PATTERN FOR 1-1/2” SCREWS Oversized AntisiphoningChannel3/4” SCREW FASTENERS – INTERMEDIATE SUPPORTS SCREW FASTENERS – EAVE, RIDGE, & ENDLAPS PANEL OVERLAP BEFORE BEGINNING INSTALLATION OF THIS PRODUCT, READ OUR INSTALLATION INSTRUCTIONS. STORAGE If the panels are not to be used immediately, store inside in a well ventilated and dry location. Condensation or other moisture canform between the sheets during storage, causing white rust or water stains, which detract from the appearance of the product, andmay eect the product’s useful life. Trapped moisture between sheets of painted metal can cause white rust to form underneaththe paint. This can cause the paint to ake o of the panel immediately or several years later. To prevent white rust and staining,the following precautions should be taken: 1. Break the shipping bands on the metal and wipe the sheets dry.2. Store metal on end or on an incline of at least 8” with support bands underneath to prevent sagging.3. Fan sheets slightly at the bottom to allow for air circulation.4. Keep the sheets o of the ground with an insulator such as wood. Any outdoor storage is at the customer’s own risk. If outdoor storage cannot be avoided, protect the metal using a canvascover or waterproof paper. Never cover the metal with plastic as this will cause condensation to form. CERTIFICATIONS & TESTING LIVE LOAD (lb/ft )WIND LOAD (lb/ft ) SPAN (INCHES) 29 Gauge 26 Gauge 36”48”54”18”24”30”36”30”24”18”48”54” 49 28 22 211 118 76 5271112199 29 23 67 37 29 276 155 99 6996150268 38 30 ALLOWABLE UNIFORM LOADS PER SQUARE FOOT Maximum purlin spacing for roof 2’ on center and maximum girt spacing for sidewall 3’ on center. Place fasteners in the pan of panel for best results. (Three spans or more) NOTES: 1. Theoretical allowable loads are based on section properties and allowables calculated in accordance with 2001 AISI Specications. 2. Theoretical allowable loads are based on three or more uniform spans. 3. For roof panels, deduct self weight for actual ‘live load’ capacity of the panel. 4. These loads are for panel strength. Frames, purlins, decks and fasteners must be designed to resist all loads imposed on the panel. 5. Check local building codes if panel testing is required. 2 2 ** For more information, call (888) MTL-ROOF or visit our website at www.unioncorrugating.com ** Rev. 03/21 • UL 580 Class 90 Wind Uplift Construction #584 • UL 790 Fire Resistance Class A • UL 2218 Impact Resistance Class A • Texas Department of Insurance Approval #116 • Metal Construction Association (MCA) Certified • Miami Dade County NOA Compliant Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ _______________________________ 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? No Yes (additional s.f. to be added: _____________________________) • Will proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________ __________________________________________________________________________________________________ (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $_______________ Revision/Plan Review Comments_______________________________________________________________________ __________________________________________________________________________________________________ Department Review Required: Building _____________________________________________ Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities _____________________________________________ Public Safety Date Fire Services Updated 10/17/18 USTB 19 | Version 3 | PAGE 1 of 12For complete installation information visit www.HardieInstallation.com TECHNICAL BULLETINApplying James Hardie® Siding over Continuous Insulation and Non-Nailable Substrates SEPTEMBER 2014 #19 The guidance and instructions provided in this technical bulletin are valid for and applicable to James Hardie® products only. James Hardie Building Products Inc. makes no warranty or representation with respect to use of the information contained herein for any use other than with James Hardie® products, including but not limited to use with ﬁ ber cement siding products made by others or siding products made of other materials. You bear all risk associated with using any of the information contained herein in any way other than with James Hardie products, including in the design or construction of structures with ﬁ ber cement siding products made by others or siding products made from other materials. Rainscreen application for panels - James Hardie requires a 3/8 in. air gap (Rainscreens, Furring, Etc.), when installing HardiePanel on a Multi-Family/ Commercial project. Reference Rainscreen guidelines here: http://www.jameshardiecommercial.com/hardiepanel-install-requirements.shtml SCOPE This bulletin summarizes the application of Hardie® Siding by two methods that align with the goal to improve the building’s thermal envelope: • Method 1 - James Hardie® Siding installed directly over continuous insulation (c.i.) and other non-nailable substrates (e.g. gypsum sheathing) with combined thickness of 1 inch or less • Method 2 - James Hardie® Siding installed to furring strips that are attached through the c.i. and other non-nailable substrates (e.g. gypsum sheathing) and to wall framing Building codes are evolving and require improved building energy efﬁ ciency. The Department of Energy (DOE) is working from the code development goals below; these goals directly relate to the building’s thermal envelope requirements. • US Code development goal is 30% energy efﬁ ciency improvement in 2012 IECC (relative to 2006)1 • US Code development goal is 50% energy efﬁ ciency improvement in 2015 IECC (relative to 2006)1 • National Energy Code for Housing, in Canada, is to have approximately 25% more efﬁ ciency and is to be included as an update to the NBC Part 9 in late 2012.2 CONTENT Method 1, Applying Hardie® Siding Directly through Non-Nailable Substrates 1 inches thick and less Page 2 Method 2, Applying Hardie® Siding to Furring Installed Over Non-Nailable Substrates up to 4 inches thick Page 4 DISCLAIMER Page 6 Appendix A Reference Material Page 7 Table 1, James Hardie Product Installation Literature Page 7 Table 2, Siding Weight Page 7 Table 3, Softwood Furring Weight Page 7 Table 4, Design Guidance on Furring Attachment Page 8 Appendix B Worked Examples Page 9 Appendix C Background Code Requirements Page 13 1 U.S. Department of Energy, Building Technologies Program, 03/05/2012. http://apps1.eere.energy.gov/buildings/publications/pdfs/corporate/ns/webinar_residential_energycodes_20110222.pdf 2 National Research Council Canada, 03/05/2012. http://www.nrc-cnrc.gc.ca/eng/ci/v16n3/1.html USTB 19 | Version 3 | PAGE 2 of 12For complete installation information visit www.HardieInstallation.com #19 Method 1: Applying Hardie® Siding Directly through C.I. and Non-Nailable Substrates 1 inches thick and less: When applying James Hardie® Siding directly over the combined thickness of foam sheathing (continuous insulation) and other non-nailable substrates (e.g. gypsum sheathing), up to 1 inch thick, the foam sheathing and other non-nailable substrates do not have nail holding capacity. The basic premise of Method 1 is to extend the fastener length by the combined thickness of the non-nailable substrates being used. The fastener length accommodates the thickness of all the non-nailable substrates between the product and the wall framing and maintains the requisite net penetration of the fastener into the framing. Figure 1: Exterior Wall Assembly for Siding applied directly over foam NOTE: If layer E from Figure 1 above is a non-nailable substrate (e.g. gypsum sheathing), the combined thickness of layers D + E must be 1 inch or less. If greater than 1 inch see Method 2. METHOD 1 GUIDANCE Step 1: Determine the foam sheathing thickness, in inches, needed to meet the code required R-value and wall sheathing wind pressure performance requirements if not used as oversheathing. Step 2: Determine the wind load requirements for the project in accordance with the local building codes. Step 3: Determine the project’s wall frame spacing and stud type Step 4: Identify relevant James Hardie Product Literature (see Table 1, page 7). Step 5: Determine the appropriate James Hardie Siding fastener for the project’s wind load requirements. Wind pressure ratings information is available in the relevant ICC-ES product evaluation report or technical data sheet and can be found in the “Code Approvals” section of Table 1, page 7. Step 6: Ensure the Fasteners selected are available in the necessary length i. For wood studs: Add the combined non-nailable substrate thickness to the selected fastener length, in Step 5, and determine the appropriate fastener length needed to apply James Hardie siding directly over max 1 inch non-nailable substrates. ii. For metal studs (with screws): The length of the minimum #8 screw shall be increased as necessary to ensure it will penetrate through the minimum 20 gauge metal studs by 3 full threads when applying James Hardie siding directly over max 1 inch thick non-nailable substrates; screw head diameter shall be as required from Step 5. iii. For metal studs (with knurled shank hardened pins): The length of the pin shall increased as necessary to ensure it will penetrate through the minimum 20 gauge metal studs by at least ¼ inch when applying James Hardie siding directly over max 1 inch thick non-nailable substrates (pin head diameter shall be as required by Step 5). Refer to fastener/tool manufacturer for fastener installation guidance for use with James Hardie® Siding. USTB 19 | Version 3 | PAGE 3 of 12For complete installation information visit www.HardieInstallation.com #19 METHOD 1 GUIDANCE (CONTINUED) Step 7: Install the James Hardie Siding in accordance with the Product Installation Literature (see Table 1). • Attach the siding to the framing members. • Caution should be taken as irregularities and unevenness in framing, sheathing, foam and other wall assembly components, including under driven nails, can telegraph through to the ﬁ nished siding and trim. These irregularities should be corrected before the siding is installed. When using continuous insulation (foam sheathing), avoid over-driving fasteners, which can result in dimpling of the siding due to the compressible nature of the foam sheathing. Extra caution is necessary if power driven fasteners are used for attaching siding over foam sheathing, make sure gun pressures are adequate to prevent overdriving fasteners. Note: We recommend performing a small siding mockup prior to installation to ensure the fastening practice and/or fastening tools are properly adjusted. Fasteners must be installed in a manner to avoid overdriving, yet snug enough to remove gaps between the connected parts. • Foam sheathing shall be minimum Type II (EPS) or Type X (XPS) per ASTM C578, or Type 1 (Polyiso) per ASTM C1289. • Transfer the frame layout directly from wall framing to each attachment of the outermost non-nailable substrate or • Snap vertical chalk lines onto the outermost non-nailable substrate at each stud location after it has been installed (some foam products may be available with pre-marked fastener lines). • When installing trim on inside corners, outside corners, and around wall penetrations (e.g. windows, doors, vents), extra attention is needed to install the trim and accommodate the wall framing offset that the foam thickness creates. • If you have questions on trim layout contact James Hardie Technical Services - 1-800-942-7343. USTB 19 | Version 3 | PAGE 4 of 12For complete installation information visit www.HardieInstallation.com #19 Method 2: Applying Hardie® Siding to Furring Installed Over Non-Nailable Substrates up to 4 inches thick: When applying James Hardie Siding to furring strips, which is applied on foam sheathing or other non-nailable substrates (e.g. gypsum sheathing) with a combined thickness up to 4 inches thick, the foam sheathing and other non-nailable substrates do not have nail holding capacity. For that reason, the designer needs to reestablish the siding’s nail holding surface. When applying by this method, the nail holding substrate for the cladding is the furring strips. The basic premise of Method 2 is to reestablish the nail base overtop the foam sheathing by installing a furring that has sufﬁ cient thickness to accommodate the James Hardie® Siding fastener. Figure 2: Exterior Wall Assembly for Siding applied to Furring NOTE: If layer F from Figure 2 above is a non-nailable substrate (e.g. gypsum sheathing), the combined thickness of layers E + F must be less than 4 inches. METHOD 2 GUIDANCE Step 1: Determine the foam sheathing thickness, in inches, needed to meet the code required R-value. Step 2: Determine the wind load requirements for the project in accordance with the local building codes. Step 3: Determine the project’s wall frame spacing and stud type. Step 4: Identify relevant James Hardie Product Literature (see Table 1). Step 5: Determine the appropriate James Hardie Siding fastener for the project’s wind load requirements. Wind pressure ratings information is available in the relevant ICC-ES product evaluation report or technical data sheet and can be found in the “Code Approvals” section of (Table 1). NOTE: The fastener length and stud type will determine the furring thickness and furring type in Step 6. Step 6: Select the appropriate furring material NOTE: the National Building Code (NBC) in Canada may contain furring (strapping) requirements that will take precedence over the guidance below. • For metal furring, The metal furring must be 20 gauge min (33 mil) to 16 gauge max (54 mil), with a dimension that satisﬁ es the installation requirements. NOTE: When installing steel Z-girts, be sure to fasten close to the Z-girt spine when applying panel fasteners. This helps prevent deﬂection which can result in incomplete fastening and gaps between the panel and the furring. • For wood furring, the wood furring thickness will be dependent on the fastener selected. The wood furring thickness is equal to the net penetration of the fastener. As a best practice use wood furring that is nominally 4 inches wide. The wood furring speciﬁ c gravity shall be equivalent to the reference wood stud speciﬁ c gravity in the James Hardie Installation Literature or Product Evaluation Report. USTB 19 | Version 3 | PAGE 5 of 12For complete installation information visit www.HardieInstallation.com #19 METHOD 2 GUIDANCE (CONTINUED) Step 7: Determine the (siding + furring) weight. James Hardie siding weights are found in Table 2, and softwood furring weights are found in Table 3. Step 8: Select the furring strip fastener size and furring strip fastener spacing necessary for wind loads and the system weight. (See Table 4). Step 9: Verify the furring’s fastener availability, for the lengths that provide the required net penetration into framing. Step 10: Install the furring strips over the foam following the furring fastener manufacturer (or Foam Sheathing Coalition) installation guidance (from Step 7 above). • The fastener must fully engage the framing or stud. • To help the furring installer know where the framing members are so as to attach the furring to the framing, o Transfer the frame layout directly from wall framing to each attachment of rigid foam insulation or o Snap vertical chalk lines onto the foam insulation at each stud location after foam has been installed (some foam products may be available with pre-marked fastener lines). • Install fasteners prior to utilities to avoid potential damage. • Caution should be taken as irregularities and unevenness in framing, sheathing, foam and other wall assembly components, including under driven nails, can telegraph through to the ﬁ nished siding and trim. These irregularities should be corrected before the siding is installed. • Fasteners must be installed in a manner to avoid overdriving, yet snug enough to remove gaps between the connected parts. Adjust driving tools and installation practice accordingly. • Foam sheathing shall be minimum Type II (EPS) or Type X (XPS) per ASTM C578, Type 1 (Polyiso) per ASTM C1289, or Type IVB mineral fi ber board thermal insulation per ASTM C 612. • When installing trim on inside corners, outside corners, and around wall penetrations (e.g. windows, doors, vents), a wider furring strip may be needed to accommodate the trim width and accommodate the wall framing offset that the foam thickness creates. If you have questions on trim layout contact James Hardie Technical Services - 1-800-942-7343. Step 11: Install the James Hardie Siding to furring strips and in accordance with the Product Installation Literature (see Table 1). NOTE: the siding attachment system design is the responsibility of the design professional. The advice given, on how to build a nailable base (e.g. 1 inch nominal, 2 inch nominal wood furring, or minimum 20 gauge metal channels) over foam sheathing and any other non-nailable substrates must be approved by the relevant specialists engaged for the project (e.g., builder, architect or engineer). James Hardie will not be responsible in connection with any such information or assistance. NOTE: James Hardie recommends performing a siding mockup prior to installation, to ensure the fastening practice and/or fastening tools are properly adjusted. Fasteners must be installed in a manner to avoid overdriving, yet snug enough to remove gaps between the connected parts. Adjust driving tools and installation practice accordingly. USTB 19 | Version 3 | PAGE 6 of 12For complete installation information visit www.HardieInstallation.com #19 DISCLAIMER: The guidance and instructions provided in this technical bulletin are valid for and applicable to James Hardie® products only. James Hardie Building Products Inc. makes no warranty or representation with respect to use of the information contained herein for any use other than with James Hardie® products, including but not limited to use with ﬁ ber cement siding products made by others or siding products made of other materials. You bear all risk associated with using any of the information contained herein in any way other than with James Hardie products, including in the design or construction of structures with ﬁ ber cement siding products made by others or siding products made from other materials. All national, state, and local building code requirements must be followed, and where they are more stringent than the James Hardie product installation requirements, state and local requirements will take precedence. Current and detailed information on James Hardie product applications are found at http://www.jameshardie.com. With regards to design advice: Any information or assistance provided by James Hardie in relation to speciﬁ c projects must be approved by the relevant specialists engaged for the project, e.g., your builder, architect or engineer. James Hardie will not be responsible in connection with any such information or assistance. It is the responsibility of the licensed architect, designer, speciﬁ er or builder to ensure that the construction details are suitable for the intended application of the project. The responsible party shall also identify moisture related risks associated with any particular building design. The wall construction design must effectively manage moisture and porivde consideration to wind driven rain, wall penetrations or artiﬁ cially heated and cooled spaces. For further clariﬁ cation, please contact your local sales representative, or, the James Hardie Technical Desk at 1-800-942-7343. USTB 19 | Version 3 | PAGE 7 of 12For complete installation information visit www.HardieInstallation.com #19 PRODUCT SUBJECT MATTER LINK HardiePlank® Lap Siding, HardiePanel® Siding, HardieShingle® Siding Install Instructions http://www.jameshardie.com/developer/helpSupport_productInstructions.shtml Best Practice Guides http://www.jameshardie.com/developer/bestPractices.shtml Code Approvals http://www.jameshardie.com/developer/designBuildCenter_technicalDocuments.shtml Cemplank® Siding, Cempanel® Siding Install Instructions http://www.cemplank.com/installation.shtml Code Approvals http://www.jameshardie.com/developer/designBuildCenter_technicalDocuments.shtml Prevail™ Lap Siding, Prevail™ Panel Siding Install Instructions http://www.prevailsiding.com/ Code Approvals http://www.jameshardie.com/developer/designBuildCenter_technicalDocuments.shtml Artisan® Lap Siding Install Instructions http://www.artisanluxury.com/installation.shtml Code Approvals http://www.jameshardie.com/developer/designBuildCenter_technicalDocuments.shtml For questions contact:James Hardie Technical Services - 1-800-942-7343 TABLE A.1: JAMES HARDIE PRODUCT LITERATURE TABLE A.2: JAMES HARDIE SIDING WEIGHT TABLE A.3: SOFTWOOD FURRING WEIGHT¹ PRODUCT THICKNESS (INCHES)POUNDS PER SQUARE FOOT1 HardieShingle® Siding 1/4 1.9 HardiePlank® Siding 5/16 2.5 HardiePanel® Siding 5/16 2.3 Cemplank® Siding 5/16 2.5 Cempanel® Siding 5/16 2.3 Prevail™ Lap Siding 5/16 2.5 Prevail™ Panel Siding 5/16 2.3 Artisan® Lap Siding 5/8 4.6 HardieTrim® Boards 3/4 4.4 HardieTrim® Boards 1 7.1 Artisan® Accent Trim 1-1/2 8 1, Consult www.jameshardie.com for the most up to date information. 1, The Engineering ToolBox, 03/05/2012, http://www.engineeringtoolbox.com/softwood-lumber-dimensions-d_1452.html NOMINAL SIZE ACTUAL SIZE FURRING WEIGHT CONTRIBUTION AT SPACING (in x in)(in x in)(mm x mm)Weight 16 in. OC 24 in. OC (lb/ft)1 (psf)(psf) 1 x 1 3/4 x 3/4 19 x 19 0.14 0.11 0.07 1 x 2 3/4 x 1 1/2 19 x 38 0.27 0.20 0.14 1 x 3 3/4 x 2 1/2 19 x 64 0.47 0.35 0.24 1 x 4 3/4 x 3 1/2 19 x 89 0.64 0.48 0.32 1 x 6 3/4 x 5 1/2 19 x 140 1 0.75 0.50 1 x 8 3/4 x 7 1/4 19 x 184 1.32 0.99 0.66 2 x 2 1 1/2 x 1 1/2 38 x 38 0.55 0.41 0.28 2 x 3 1 1/2 x 2 1/2 38 x 64 0.94 0.71 0.47 2 x 4 1 1/2 x 3 1/2 38 x 89 1.28 0.96 0.64 2 x 6 1 1/2 x 5 1/2 38 x 140 2 1.50 1.00 2 x 8 1 1/2 x 7 1/4 38 x 184 2.64 1.98 1.32 USTB 19 | Version 3 | PAGE 8 of 12For complete installation information visit www.HardieInstallation.com #19 1, Consult manufacturer for most recent literature and design guidance. 2 HeadLok™ is a trademark of OMG, Inc. Copyright ©2011 OMG, Inc. All rights reserved. TABLE A.4: DESIGN GUIDANCE ON FURRING ATTACHMENT FOR JAMES HARDIE® SIDING FURRING TYPE FURRING THICKNESS (INCHES) FRAMING MEMBER FURRING FASTENER TYPE COMPANY / PHONE EMAIL TECHNICAL REPORTS1 Wood Minimum 3/8 Minimum 2X wood HeadLok™ Heavy Duty Flathead Fastener2 FastenMaster / 1-800-518-3569 info@fastenmaster.com TER No. 1009-01 “Use of FastenMaster Headlok™ Fasteners to Attach Cladding and/or Furring to Wood Framing Through Foam Sheathing” Minimum 3/4 Nails, wood screws, lag screws Foam Sheathing Coalition http://www.foamsheathing.org/ contactus.php “Guide to Attaching Exterior Wall Coverings through Foam Sheathing to Wood or Steel Wall Framing” Minimum 20 gauge (33 mil) Steel Stud Screws Minimum 18 gauge (43 mil) steel stud Screws Metal Minimum 20 gauge (33 mil) steel hat Minimum 20 gauge (33 mil) steel stud Screws Foam Sheathing Coalition http://www.foamsheathing.org/ contactus.php “Guide to Attaching Exterior Wall Coverings through Foam Sheathing to Wood or Steel Wall Framing”Minimum 18 gauge (43 mil) steel stud 18 gauge GALVALUME see manufacturer Various Knight Wall Systems / 1-855-597-9255 info@knightwallsystems.com “Installation Instructions” USTB 19 | Version 3 | PAGE 9 of 12For complete installation information visit www.HardieInstallation.com #19 APPENDIX B – WORKED EXAMPLES B.1 Worked Example by Method 1 – (This would apply to any scenario where the combined thickness of non-nailable substrates added together is 1-inch or less.) Consider the case where installing direct to foam sheathing is used, and the project details are listed as follows: • Climate Zone: 5 • Residential Wood Frame Construction • Required Wall R-value (2009 IECC) at R-19 or R-13+5ci • 5/16 in. thick HardiePlank® Lap Siding at 8.25 in. width • Wall stud spacing at 16 in. on center with SPF stud type • Design wind speed at 100mph, for wind exposure category B, project mean roof height at 30ft. Solution The designer shall choose R-15+5ci to comply with code thermal envelope and follow the steps, Step 1: to meet R-5 requirement for continuous insulation the foam insulation shall consist of 1 inch polyisocyanurate or 1 in. extruded polystyrene (refer to foam sheathing manufacturer’s data). Also verify foam sheathing wind pressure resistance, consult with foam sheathing manufacturer, Step 2: wind load is 100mph, Category B, 30 ft mean roof height, Step 3: refer to James Hardie Literature (Table 1) Step 4: ﬁ nd assembly that meets wind load requirements, as listed in ESR-2290, to cover 24 inch on center framing and building height 30 feet. Note that the fastener length in ESR is 2 inches long, Step 5: for installation of HardiePlank® with wood studs, add the foam thickness of 1 inch to the suggested fastener length. Therefore a total length of 3 inch long x 0.093 inch shank x 0.222 inch head diameter siding nail is the appropriate fastener needed to apply James Hardie siding over foam sheathing, in this example. Consult with fastener manufacturer to ﬁ nd the fastener in needed. For example, the above referenced fastener information is available at http://www.mazenails.com NOTE: a longer fastener is acceptable, as long as the head bearing area, shank diameter, and net penetration in to timber are at least the same as the fastener listed in the relevant approvals section. USTB 19 | Version 3 | PAGE 10 of 12For complete installation information visit www.HardieInstallation.com #19 Step 6: install HardiePlank® siding in accordance with Installation Instructions and other supporting literature. • To help the siding installer know where the framing members are so as to attach the siding to the framing, o Transfer the frame layout directly from wall framing to each attachment of rigid foam insulation or o Snap vertical chalk lines at each stud location after foam has been installed. • Foam sheathing shall be minimum Type II (EPS) or Type X (XPS) per ASTM C578, or Type 1 (Polyiso) per ASTM C1289. • When installing trim on inside corners, outside corners, and around wall penetrations (e.g. windows, doors, vents), extra attention is needed to install the trim and accommodate the wall framing offset that the foam thickness creates B.2 Worked Example by Method 2 – (This would apply to any scenario where the combined thickness of non-nailable substrates added together is greater than 1-inch but equal to or less than 4-inches.) Consider the case where furring on foam sheathing is used, and the project details are listed as follows: • Climate Zone: 6 • Residential Wood Frame Construction • Required Wall R-value (2009 IECC) at R-20+5ci or R-13+10ci • 5/16 in. thick HardiePlank Lap Siding at 8.25 in. width • 2x4 wall stud spacing at 16 in. on center with SPF stud type • Design wind speed at 110mph, for wind exposure category B, project mean roof height at 40ft. Solution The designer shall choose R-13+10ci to comply with code thermal envelope in 2x4 construction and follow the steps, Step 1: to meet R-10 requirement for continuous insulation the foam insulation shall consist of 2 inch extruded polystyrene or 1.55 inch polyisocyanurate or 2.5 expanded polystyrene (refer to foam sheathing manufacturer’s data), Step 2: wind load is 110mph, Category B, 40 ft mean roof height, Step 3: project requires 16 inch on center SPF wood studs Step 4: refer to James Hardie Literature (Table 1), Step 5: ﬁ nd assembly that meets wind load requirements, as listed in ESR-2290, to cover 16 inch on center framing and building height 40 feet. Normally, the shortest fastener is preferred since the fastener length will control the furring thickness. USTB 19 | Version 3 | PAGE 11 of 12For complete installation information visit www.HardieInstallation.com #19 Step 6: select furring material, with speciﬁ c gravity in accordance with ESR-2290, spaced at 16 in. on center, aligned with wall framing. • The fastener is 1.25 inches long, no. 11 ga roofi ng nail, blind nailed, • Fastener achieves 0.75 inches of net penetration into wood stud o Nail length=1.25 in., Plank thickness=0.313 in.. o Paper thickness=0.063 in., Stud/plank gap=0.125 in.. o Net Penetration = 1.25-0.313-0.063-0.125. • Furring must be a minimum of 0.75 in. thick to achieve the same values as listed in ESR-2290. Furring is therefore 1x4 nominal (3/4 x 3.5 actual). Step 7: determine assembly weight of siding and furring from Table 2 and Table 3, • HardiePlank Lap Siding = 2.5 lb/sqft, • ¾ in. furring x 3.5 in. wide = 0.48 lb/ft • Total weight is 2.98 lb/sqft Step 8: select furring strip fastener size and the system weight (see Table 4), • In this design example nominal 1 inch by 4 inch wood furring is required. This example uses the FastenMaster HeadLok™ Fastener to attach the furring through the foam and into the wall studs. Review TER No. 1009-01 (Table 4, page 8), it shows that 24 inch on center fastener spacing is adequate for this example project’s wind load, (siding + furring) weight and furring spacing., Step 9: TER No. 1009-01 Table 2 requires the HeadLok Fastener penetrate 2 inches into the wood stud Therefore the length of HeadLok Fastener needed is (0.75 in.furring + 2 in.foam + 2 in.net penetration) = 4.75 inches. HeadLok Fasteners are not offered in 4.75 inch lengths so default to the next size up, in this case a 5 inch HeadLok Fastener Step 10: install furring strips over the foam following FastenMaster installation guidance. • The fastener must fully engage the framing or stud, • Furring must attach to framing, o Transfer the frame layout directly from wall framing to each attachment of rigid foam insulation or, o Snap vertical chalk lines at each stud location after foam installation • Fasteners must be installed in a manner to avoid overdriving, yet snug enough to remove gaps between the connected parts and maintain a planar (non-wavy) surface for connection. • Foam sheathing shall be minimum Type II (EPS) or Type X (XPS) per ASTM C578, Type 1 (Polyiso) per ASTM C1289, or Type IVB mineral fi ber board thermal insulation per ASTM C 612. • When installing trim on inside corners, outside corners, and around wall penetrations (e.g. windows, doors, vents), a wider furring strip may be needed to accommodate the trim width and accommodate the wall framing offset that the foam thickness creates. If you have questions on trim layout contact James Hardie Technical Services 1-800-942-7343 Step 11: install HardiePlank siding in accordance with Installation Instructions and other supporting literature. NOTE: The National Building Code (NBC) in Canada may contain furring (strapping) requirements that will take precedence over the guidance above. IMPORTANT: Failure to install and ﬁ nish this product in accordance with applicable building codes and James Hardie written application instructions may affect system performance, violate local building codes, void the product-only warranty and lead to personal injury. DESIGN ADVICE: Any information or assistance provided by James Hardie in relation to speciﬁ c projects must be approved by the relevant specialists engaged for the project eg. builder, architect or engineer. James Hardie will not be responsible in connection with any such information or assistance. 1.866.442.7343 | www.jameshardie.com Additional Installation Information, Warranties, and Warning are available at JamesHardie.com © 2014 James Hardie Building Products, Inc. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of James Hardie Technology Limited. The is a registered trademark of James Hardie Technology Limited. TB1201 08/14 #19 USTB 19 | Version 3 | PAGE 12 of 12 CLIMATE ZONE 2006 IECC 2009 IECC 2012 IECC Residential, Wood Frame Wall R-value 1 R-13 R-13 R-13 + R-3.8ci or R-20 2 R-13 R-13 R-13 + R-3.8ci or R-20 3 R-13 R-13 R-13 + R-3.8ci or R-20 4 except marine R-13 R-13 R-13 + R-3.8ci or R-20 5 and marine 4 R-19 or 13+5 R-19 or 13+5 R-13 + R-7.5ci or R-20 + R-3.8ci 6 R-19 or 13+5 R-19 or 13+5 R-13 + R-7.5ci or R-20 + R-3.8ci 7 R-21 R-21 R-13 + R-7.5ci or R-20 + R-3.8ci 8 R-21 R-21 R-13 + R-15.6ci or R-20 + R10c Non-Residential, Metal Frame Wall R-value 1 R-13 R-13 R-13 + R-5ci 2 R-13 R-13 R-13 + R-5ci 3 R-13 R-13 R-13 + R-7.5ci 4 except marine R-13 R-13 + R-7.5 ci R-13 + R-7.5ci 5 and marine 4 R-13 + R-3.8ci R-13 + R-7.5 ci R-13 + R-7.5ci 6 R-13 + R-3.8ci R-13 + R-7.5 ci R-13 + R-7.5ci 7 R-13 + R-7.5ci R-13 + R-7.5 ci R-13 + R-7.5ci 8 R-13 + R-7.5ci R-13 + R-7.5 ci R-13 + R-7.5ci APPENDIX C – BACKGROUND CODE REQUIREMENTS Figure 1, IECC Climate Zones, Figure D.1: IECC Climate Zone Table D.1: Summary of IECC Wall R-values (refer to IECC for actual wall R-values) NOTE: : other R-value combinations are possible by way of the u-value performance procedure in the IECC. Discount Direct Metal Roofing Plus Rib Metal Roofing Panels are a strong, resilient, economical, and an eye-catching solution to the increasing interest and requests for metal roofing opportunities of residential homes, commercial applications, agricultural, and utility buildings in Florida. Plus Rib metal panels provide a 36-inch coverage with 3/4-inch ribs on 9-inch centers, and utilize an anti-siphoning channel to provide protection from severe weather conditions. Both panels and trim are fabricated using state-of-the-art computerized equipment at our manufacturing facility in Jacksonville, Florida, to assure uniformity and consistency in the manufactured product. Panels are roll-formed to the lengths specified by customers in either Galvalume® or multiple colors of painted 26 gauge and 29 gauge high-tensile metal, ready for either customer pickup or on-site delivery. Discount Direct Metal Roofing also stocks a complete line of fasteners, sealants, and other accessories to every need of either the do-it-yourself homeowner or roofing contractor. Both in-stock and custom-made flashing and trim are available in all colors as well. 26-gauge and 29-gauge metal panels. Your Discount Direct Metal Roofing Representative is waiting to assist you in making the best choice for your particular roofing needs. Discount Direct Metal Roofing Plus Rib metal panel is manufactured in a bare, Galvalume® finish in compliance with ASTM A- 653 Structural Steel Grade 80. The AZ-55 Galvalume® finish is not only durable and cost effective, but provides the reflectivity which is especially valuable with southern weather extremes. The paint system applicable to our product provides exterior protection plus superior resistance to corrosion and Ultraviolet radiation. All of Discount Direct Metal Roofing Plus Rib finishes are of the highest quality in the industry. Page 1 Standard Roofing Trim Your trim dimensions may vary For custom eave drip, specify the amount of the eave that will be covered, and for steeper roofs specify pitch. If fascia is desired, specify your dimensions that you want concealed by the eave drip. Eave drip and fascia provide a complete appearance along the drip eave of the house, as well as providing protection for the materials they cover. The eave drip should completely cover the top edge of the fascia. Inside closures can also be used for sealing off the open ribs of the panels as an alternative option. Preformed Valleys use a diverter to prevent water from rushing under panels on the opposite side therefore channeling water off the roof. Universal Closures are generally used to assure a good seal. Page 2 Gable flashing is used to trim the edge of the roofing panel at the gable end of the roof. It is made to match the eave drip in size to maintain a uniform appearance. Gable trim is necessary on most roofs to prevent rain water from getting underneath the metal panels. While not recommended, if the panel is allowed to hang over the gable end, eave drip can be used as an alternative. Butyl tape between the Gable trim and panel eliminates potential leaks. Transition flashing prevents leakage at the point where two different roof pitches meet. It is sealed on the lower-pitch side with Outside Closures and can be sealed underneath the higher-pitch side with inside closures. For custom transition flashing, specify the pitches of the two roof slopes and—if required—specify dimensions "a" and b". The transition flashing provides a continuous drainage without leaks when installed with the proper closures. Page 3 Sidewall flashing is applied when the side of the roof butts up against an adjacent wall. Butyl tape should be applied where the "foot" of the flashing attaches to the roof and if used along the top edge of the counter-flashing. The Endwall flashing should be sealed using outside closures. End-wall flashing is applied where the upward slope of a roof meets a wall. The wall-side of both types of flashing can either be covered over with siding or sealed with counter-flashing. Endwall pitch should always be specified. The Ridge Cap is used to seal the point at which two upward slopes meet. This can be both along the ridge of the roof as well as a covering for a hip. Self-drilling lap TEK screws are applied through the Ridge Cap into the ribs of the metal roofing panels. Debris, insects, or prevailing rain can find easy access under the ridge cap, so closures are often used to either totally or partially seal the opening. Closures under ridge caps are available in 3 types: solid, vented, and universal type. Page 4 provide a water tight seal around roof vents and come in a variety of sizes. Boots seal with caulk or butyl tape and conform to the shape of the metal panel ribs. Discount Direct Metal Roofing panels require a specified degree of pitch to ensure proper water drainage. The minimum roof slope recommended for all panels is 3 inches of rise per foot. If the slope of the roof is below a 2/12 pitch, contact our representative before installation. Panel installation should begin at the gable end of the roof opposite of the prevailing rain bearing wind (this will provide added assurance against wind-driven rain being forced under the laps). Measure one panel width in from the roof edge. At this point, chalk a line from ridge to eave. Place a leading edge of the first panel along this line. It is extremely important that this panel be laid square to the eave and ridge so that the remaining panels will line up square on the roof frame. It is wise to have a person at the eave and at the ridge to ensure that the proper panel coverage is being maintained across the roof. Make sure that the metal panels are correctly side-lapped. In applications where end-lapping is required, the upper panel on the slope should lap over the panel that is lower on the slope. Lower roof pitch requires a greater amount of panel overlap. All end-lap applications require two horizontal rows (across the panel) of butyl sealant tape and proper fastening to ensure a maximum water seal application. On low-pitched roofs, butyl tape or caulk should be applied at the panel lap to keep water from overflowing the lap. Providing an overhang of 1 to 2 inches is recommended to provide a drip edge, although only a 1-inch overhang is required where gutters are used. The open metal panel ribs at the eave can be sealed with inside closures. For maximum weather-tightness, a row of butyl tape can be applied above and beneath inside closures. The best tool for cutting steel panels across the profile is either a portable hand shear or a nibbler. Care should be taken to remove all loose particles from roof surfaces after application. For safety and to prevent particles from Nibblers, panels should be cut on the ground. To cut panels lengthwise: hand shears or turbo shears are recommended. Page 5 Care should be taken when ordering, and that length measurements are stated to avoid having to take corrective measures after purchase. Panel lengths should fall 1 to 2 inches short of the ridge and should extend 1 to 2 inches past the eave to allow a sufficient drip edge (except concerning gutters). For 2-foot spacing between rows of screws, multiply the total linear feet of metal by 3. If your order is 1500 feet of Plus Rib roofing. 1500 x 3 = 4500 screws would be applicable for fastening. Discount Direct Metal Roofing sales representatives are ready to assist customers with information specific to their particular metal roofing needs. The most common flashing for metal roofing is the , which is applied at the peak of a roof where two opposing roof slopes join. Other flashing includes: flashing, flashing, flashing, flashing, flashing and flashing. For a roof pitch exceeding 5/12 (5 inch rise in 12 inches), the slope of the roof should be specified upon ordering , , and . Verify local code requirements. Both slopes should be specified when ordering Transition flashing if a steeper roof slope meets a lesser slope. At the Gable edge, the use of Gable trim adds to the appearance of the structure and protects the fly-rafter, and a sidewall flashing is used where the of a panel butts up against an adjacent wall. In both instances, the installer/contractor should be careful to seal between the gable rake or sidewall and panel with butyl sealant tape, and to fasten the rake every 6" to 12" up the slope of the roof with the required screws. If eave drip is used on the gable, the number of 90-degree eave drip should be specified separately from that used on the drip edge when ordering. To prevent penetration of water, insects, and debris at the ridge, outside closures may be inserted between the ridge cap and the top end of the panel and inside closures are used at the eaves. Screws are applied through the ridge cap, closure, and rib in at least every other rib of the panels. At least a #8 x 1" and up to a 2 ½" screw should be used for attaching panels. Self-drilling lap screws should be used to attach ridge caps. Page 6 Keep Metal Roofing Product Materials Dry! Paint and finishes of Discount Direct Metal Roofing panels and trim are designed to endure severe rain and wet weather conditions. Neither paint, galvanized, nor Galvalume finishes, are designed to be in continuous contact with water or condensation for long periods of time. Be sure to store material that will not be installed immediately in a dry location. Wet material should be air-dried and re-stacked. NOTE: Plastic should not be used to cover metal panels. Special washer screws applied through the flat of the metal is the recommended method used to attach metal roofing panels. 1-inch screws can be used if penetration of only ¾ inch is either necessary or desired; otherwise, #10 x 1-½ inch screws are recommended for metal to wood application. 2-inch screws are also available. Do not fasten panels to wood or purlins through the rib, see approved screw pattern on . Metal roofing application can be aided by pre-drilling panels, allowing screws to go quickly and accurately into the desired spacing. Pre-drilling will work provided that pilot holes in the proper locations on panels. Purlin spacing must be uniform and carefully measured. Any particles left on the roof caused by the application of screws must be removed. Note: pre-drilling is difficult to do correctly and is only recommended for experts. To apply metal roofing over existing shingles, we recommend first overlaying the shingles with properly attached 1x4 or greater, (2x4) or metal hat channel purlins. If pressure treated lumber is used, 30 lb. felt paper should be applied over them in strips to prevent potential chemical interaction with the roofing panels. Use 2,500 rpm maximum screw gun and high quality drive bits and sockets. Be sure screw head engages into the drive socket completely. Install screw perpendicular to the fastening surface. Use a tool with torque control or depth sensing nose piece to prevent over-torqued and under- torqued screws. Install screw so at least 3 full threads extend beyond the substrate. Do not exert excessive pressure! Do not over drive the screw! Page 7 For solid decking, at least 1/2-inch structural plywood or OSB supported on rafters at a maximum of 24” on center. Battens: Plus Rib Metal Roofing can be separated from the moisture barrier by minimum, nominal 1”x3” yellow pine battens spaced on maximum 24” centers or according to ASCE 7-16 calculations where applicable. The battens must be fastened to the roof deck with minimum #6 screws at 12” on- center or two minimum 8d common or pneumatic nails spaced 8” on-center or one every 4” on-center (or by applicable calculations according to ASCE 7-16) Battens must be installed to support the entire width and length of ridge, eave, hip, valley, and gable end trims. Battens are optional if re-roofing over shingles. NOTE: Re-roofing over shingles without a batten is allowed providing the roof has been checked by a licensed roofing contractor to insure levelness and pullout integrity. Wood purlin spacing can be up to 30 inches for 29-gauge (2 feet is most common) and up to 4 1/2 feet for 26-gauge roofing. Screws should be placed on both sides of the ribs on the eave. Manufacturers Recommended Alternate Fastening Schedule: Page 8 Screw Pattern Requirements by Florida Building Code (floridabuilding.org) FL-13613-R4 All prices, designs, and colors are subject to change without notice. : We are not responsible for any damage to metal roofing panels or trim caused by metal shavings not being properly removed after screw application or pre- drilling. Despite the fact that we have made every attempt at accuracy in this manual, we are not responsible for typographic, printing, or technical errors. : Wear protective gear when handling panels, metal roofing may have sharp edges. Do not handle panels in high wind. Do not handle panels near electrical lines. Do not stand on unfastened panels. Do not cut panels with a Skilsaw, grinder, or other rotary devices. Only cut metal panels with tools that shear such as hand snips. Do not use an impact drill for installing screws. Page 9 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ _______________________________ 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? No Yes (additional s.f. to be added: _____________________________) • Will proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________ __________________________________________________________________________________________________ (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $_______________ Revision/Plan Review Comments_______________________________________________________________________ __________________________________________________________________________________________________ Department Review Required: Building _____________________________________________ Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities _____________________________________________ Public Safety Date Fire Services Updated 10/17/18 MAP SHOWING BOUNDARY SURVEY OF LOT 460 AND THE NORTH 1/2 OF LOT 461, SECTION NO. 1, SALTAIR, AS RECORDED IN PLAT BOOK 10 PACE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: MARGRID KRUEGER WACHOVIA MORTGAGE CORP. STEWART TITLE GUARANTY COMPANY RICHARD T. MOREHEAD, P.A. LOT 471 LOT 472 LOT 473 LOT 474 50.00' (PLAT) 25.00' (DEED) FOUND 1/2-IRON PIPE S 10*11'11" W 74.91' (MEASURED) FOUND PK NAILNOIDENTIFICATION0.3' NO IDENTIFICATiONX x— — — —ji l 6 063'- 25.00' (DEEDx LOT 459 T 460 NORTH 1/2 SOUTH 1/2 LOT 461 LOT 461LO ILLJ LILI 29.2'19.3' U) U) WOODDEKLILI LLI0CK STEPS C%I-xt C)LOT 462x— C5 6.8' 12 21COVERED 0) 0 5 ENTRY D N AIR Ld CONDITIONER 2 ONE STORY PAD 0 T4' MASONRY & FRAMEp 0 POSTED # 243 0 8'19.6, 0 J.COVEREDJ-00 Ld ENTRY 4 29.3'19.2' LLJCIO V)STEPS. an a, 5; 0 2 a' 2DO.00' (PLAT)x 2.00' ED) FOUND 1/2'IRON PIPE FOUND 1/2-IRON PIPE S 10'03'11'IN FOUND 1/2'IRON PIPE STAMPED"144' N 09'58'01" E 74.94' (MEASURED) 1,1.IDENTIFICATION 225.01'(MEASURED) NO IDENTIFICATION 50M' (PLAT) 25,00' (DEED)AP 7 CITY OF BELVEDERE STREET BUILDL C.; F E 50.0' RIGHT OF WAY) 4 NOTES ACCEPTED BY. LEGEND: By: R = RADIUS FENCE V L = LENGTH CONCRETE NOTES: REVISIONS I- ARINGS ARE BASED ON THE ASSUMED BEARING OF -_S 80,00,00" E ALONGBE THE NORTHERLY BOUNDARY LINE OF SUBJECT PARCEL. DATE F ESCRIPTION 2. GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE ----X AS SHOWN ON TH,By IONAL 17. 5__P_ ...Q00NATFLOODINSURANCEMAPDATEDAPRIL1989, COMMUNITY NUMBER 12067, 4NEL I D 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PEI RECORDED F"AT 8,/OR PTLE COMMITMENTIFSUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEE N PERFORMED BY THE UNDERSIGNED 4. THIS SURVEY NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOB # 21604717FATE OF FIELD SURVEY: 08-04-03 DATE OF ISSUE: 08-05-03 1 SCA,I.E: 1" = 20' CERTIFICATE 2522 Oak Street I HEREBY CERTIFY THAT THIS SURVCY WAS MADL UNDER My RESPONSIBLE CHARGEJacksonville. Florida 32204 AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH By THE FLORIDA Phone) 904-389-5989 BOARD OF PROI SSIONAL SURVEYOPS AND MAPPERS IN CHAPTER,61G17-6.FLORIDA C TFom) 904-389-6175 ADMINISTRATIVE COPV.'PURSUA1,1T TO SFCTIO I,I IDA ATUTES 4 P471,11 LACOM lik"'141111131 11 MICHAEL/AIELLO LICENSED USINESS #6702 REGISTERED SURVEYOR AND'APPER # 4879 STATE OF,&LORIDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS FILE COPY