Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
445 Elliott Ave 17-1250 Underground tank
ECEIVEDMAY172011 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 1,600.00 Job Address: 445 S. ELLIOT AVENUE, SANFORD \ Historic District: Yes No 0 Parcel ID: 30-19-31-525-0000-0500 Residential © Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: INSTALL 250 GALLON UNDEROUND GAS LP TANK AND SERVICE LINE-t S4" at 6,1 jfkAa i Plan Review Contact Person: SHANNON STEWART Title: PROJECT MGR Phone: 386-956-8540 Fax: Email: SSTEWART@HAMLETCONST.COM Property Owner Information Name JOHN AND NICOLE LUDWIG Phone: 407-712-5849 Street: 445 S. ELLIOT AVENUE ' Resident of property? : YES City, State Zip: SANFORD, FL 32771 Contractor Information Name HAMLET CONSTRUCTION COMPANY, LLC Phone: 386-956-8540 Street: 4260 NE 35TH STREET Fax: City, State Zip: OCALA, FL 34479 State License No LP aoy"2 Architect/Engineer Information Name: N/A Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: Address: Address: 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. 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 standards of all 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised June 30, 2015 0 Permit Application 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature o Contractor/Agent Date SEE CONTRACT BRIAN BRESKI Print Owner/Agent's Name P ' t C ackor/Age s Name 717 Signature of Notary -State of Florida Date I 1 Owner/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR O LISA ANTONINI Notary Public - State of Florida My Comm. Expires May 21. 2018 o; Commission M FF 125242 Conf - f-oYAgen`f - 7ersonafly I ow> to Me or Produced ID Type of ID f 4 ,q /,, 5 5 / ICE USE 9'6/ Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: I New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING- UTILITIES: ENGINEERING: COMMENTS: 3 FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised June 30, 2015 Permit Application r ui LOOT 49`' kq "s ri+a r 1 W4 Q, S 89*4127"E .137-W (M)137.5'(P) tilt a.r x x x tt K PuFfte jf/£ c''0 7305 cIt z" Nj CL VAW LOT 50 W' ui z LQY ;0 LLJ- Carpuet -..._ .._ LOT 61 D LOT 51 I LB 137.' 00(P') Wmd sw M Qp11CTl ROAa a ILK; FryORmA PUBLIC r—r f r s COSIIYAKY RESMEKFIA EOL7PMENT LEASE AND PROPANE CAS SERVCE AGREEr111"T THIS RESIDENTIAL EQUIPMENT LEASE AND PROPANE GAS SERVICE AGREEMENT1-Agreerumt t is nattte and entered into this 2nd day of Ma . 201 byandbenceeoFloridaPublictih7itieCompaay (Flo -Gas), a Florida corporation (-COmpam''r and John Ludwie d"Customer). Customer Phone Number. r4071712-5:149 Ait Phone Number. _ Last 4 SS#. 73t Additional Authorized Agent for Account Installation Address (die —,propel—''): 443 S Elnott Ave Sanford FL. 32771 Billing Address: 445 S Elliott Ave Sanford FL 33771 property owners Name: John Ludwig Property t)mmer's Phone: 1407171'-5849 Property Owucr s Address: 45 a Fri"' Avy Sanford FL 32771 Company egmes to lease to Custom" apd Customer agrees to lase from Company for the term of this AgrccraerrL Leaked Equipment (as defined below) as follows: 1. Olacludes j es.' 0 CtWitin I tr Underground propane s1m9c tanklsl. t Yt Of , Micc line and j second stage regulator(s). 2. [ 31ncludes remote monitoring equipment. A propane tank installation charge ama NOT apply. if applicable, the propane tank installation charge is SyA1.!>Q- Additional installation costs outside of the original scope of work is: SO.00. A processing fee of $10.00 is required when Company does not receive this payment in advance. Tank size is based on the following gas appliaoces'cquipment bringconnectedatthetimenl'turn ou: j-Tapeless Water Hater. Further, if applicable. Customer shall reimburse Corupany at Companys aaodard retail rates for tanksizeupgraderesultinginlistedappliancesnotutilizedattimeofserviceturnonandallsecondstarepipinginstalledtoappliancewotherequipmenwhirarenotutilized at time of service turn on. Customer steal pay a service rum -on charge of S52_00. Such charge is due prior to commencement of service. however if such charge is not paid in advance. it will be included on Customers billing notice. Customer SHALL NOT be required to make a deposit of S IQ5M upon %mccution of ibis Agreement. In the future. Company may requirea deposit or addnional deposits based onCustomerspropanegasusage, credit, payment history, any delinqueacy in the account or any change in Customers financial condition. Customer shall also pay a charge for the Leased Equipment: Meter charge of SWA billed monthly, OR Customer lank lease charge of S 48.00 billed Semi -Annual in advance during the term of this Agnew eat. Company WILL NOT provide manic monitoring services. If remote monitoring services ape provided. Customer will be charged an installation fee of SW—* and also Semi - Annual service fee of SUN- Custorav ogrees to purchase from Company all of the Customers requirements fur propane gas at the Property at the rates determined as set fortb below. Customer acknowledges that applicablelowprohibitsandCustomershagnotpermitthefiningoftheLeasedEquipmentbyanyanyoocotherthanCompany. Customer acknowledges that thetermsandconditionsbelowandonthereversesideofthispageapplyandareincorporatedintothisAgreement. The parties hereto bave caused this Agreement to be executed the day and year first above wwinen. COMPANY" Florida Public Utilities Company t I.'F 42Y.4ia, By. Zuleika DeJesus— Wvv Name: Zuleiks Wesus Title: Inside Sales Representative CGSTOMER" John Lu By: erne: John Ludwig Title: Homeowner FOR INTERNAL USE ONLY Division: Central - East Category Code: Standard Customer, Customer Type. Residential Delivery MttbOd: Bulk Custome Group Code: R Homeowner P^mary Customer Source Referral: Web Product Code: Drury Bulk - 31 BPC: JS Service T)yc. Electric o Gac Customer Number. Residential Propane — Standard Agreement ft CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:zz 1, p ocumented Construction Value: $ fib_ ono Job Address: D pt e historic District: Yes No Parcel ID:30- i 31 Sas+ DoOo -- W-ot> Residential ® Commercial Type of Work: New Addition N Alteratio//n Repair Demo Change of Use Move WV, Description of Work: &oe-t a_o Plan Review Contact Person: Sc2 j t= 4 Title: (9CA40 pE Phone: Fax: Email: Zutdc,4i11' 1r( Property Owner Information Name S Li,u,c Phone: 1/d7'?a - "`l Street: 4 `i 7 Resident' 6T p pej ty?':; ~1^t'l '• City, State Zip: d c; . r:.: , .; : • '= Contractor Informationzz sue!/•=;-..;:.:.:..:,._ w 1 Name qr Phone: Street: City, State Zip: Fax: State License No.: Architect/ Engineer Information Name: I "-V 1 A S to aek Phone: -3 05 - APO • SSS0-2 Street: ' r • Z11141 fi Fax: City, St, Zip:i+c, L .3a?? 7 l E-mail: ( sr t rt c. j ma• . c n, Bonding Company: Address: Mortgage Lender: VeV e.ro-4, 5 L.,L cam Ve-d Address: i bby E4er-CADg-i Or. /ul a ova WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR pj PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE VV 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. 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 standards of all 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: S'' Edition (2014) Florida Building Code Revised: June 30, 201 S Permit Application 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. S' c4ro gent Date Signatu of Co-ptractor/Agent Date J C) L J Lf c(" I Signature of Notary -State of Florida Date SHIRLEY A BRINSM my OOWSSION # EE SIMI EXPIRES. January 3. 2017 ended TNu Notary N* Ur&n taa Owner/Agent is ' Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FO FFICE USE ONLY Permits Required: Building d Electrical d Mechanical Plumbing Gas Roof Construction Type: nM Occupancy Use: Za Flood Zone: X ' S GE A-t-T Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, r Fire Sprinkler Permit: Yes No # of Heads 1okb,. APPROVALS: ZONING: • FUTILITIES: COMMENTS: ENGINEERING: 'A"'T(-- 4-1 'l FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: '5F 4,(40dw Ok to construct 20' x 49'-1" (982 square feet) addition to rear of house as shown on plan. Meets area and dimension regulations for SR-1AA zoning district. Revised: June 30, 2015 Pennit Application r FA r 4 24 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) 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 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 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. 1 understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that 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 all permit and contracts. 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. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. 1 understand that 1 may not hire an unlicensed individual 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 1 employ have the licenses required by law and by city ordinance. 1 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. 1, 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 willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 1 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. 1 understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 I I agree that, as the party legally and financially responsible for this proposed construction activity, I will r abide by all 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. I am of aware of construction practices and I have access to the Florida Building Codes. 1 understand that 1 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. 1 also understand that I may contact the Florida Construction Industry Licensing Board at 1-85OA87-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. 1 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 the address 0 listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that 1 have provided on this disclosure or in the permit application package. 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, the Department of Business and Professional Regulation and the building department 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 property licensed and the status of the contractor's workers' compensation coverage. Property Address: 'I 4 I, To L_-&,y-A q , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the condiogns specified above. Date Form of Identification Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction 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. Rev. 9.14.2009 THIS INSTRUMENT PREPARED BY: Name: - MARYANNE MORSE, SEMINOLE COUNTYAddress:e3 L iA 7 CLERK OF CIRCUIT COURT h COMPTROLLER BY, 8663 Ps 40 (1F9s) CLERK'S : 2016035224 NOTICE OF COMMENCEMENT RECORDED 04/05/2016 04:09:25 PM RECORDING FEES $10.00 State of Florida RECORDED BY ,ietkenro County of Seminole Permit Number: Parcel ID Number: 3 0-- (-1[3 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property , d street address if available) Lt S S'r Si rae-L, Me Ion P133 P& b'l YYs" S. 6//-vim AAe- GENER L DE CRIPTION OF IMPROV MENT: OWNER INFORMATION - Name: Name: 5Asn. L-L/, I.'F Q Address:44 S. LlAC-4-0-AC-4-0-, ofi <gk'c74 I Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR)•'' Name: ' 50 Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Sec o tf\713.13(1)(b), Florida Statutes. Name: Address: - Z •hC r>? % In addition to himself, Owner Designates of If To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. co r Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true C- to the best my knowle ge and belief. ,.••.\. g •^ 7i o's rs Sig Owners Printed Name da Statute 71 1'3(1 a owner must sign the notice of commencement and no one else may be permitted to sign in his or her slead ' cl- G State of l 2. tyof6 Wr" lOThe foregoing Instrument was/ acknowledged before me this . day of p 00 W F 201by h n L (JG (tiJ 1 G Who Is personally known to me lJd' Q s NameofpersonmakinemenlO OR who has produced Identification type of Identification produced: 1 z W COMMISSION / EE 86101 to 8W EXPIRES: January & 2017 W LL J acBonded Thru No" Pudic Unde11n9er1 x a z Notary Signature W 2 0tn V City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: ,M H,,. L L.) LA) G Firm: a W,r`ry Address: .44S S , EL LIO-t AVt'k)QC City: tj f , oo V70 Z P State: 4:::' L_ Zip Code: 3 Z-7- Phone: Fax: Email:. Lu,PW%GJ@ SAAJfo2D67L-.(,0J Property Address: 441j 'S, L L_U0 i Property Owner: , Q k-(O LU DtO t & Parcel identification Number: 3O -19 — 3 (— 5 2'S — 0000 - 0500 Phone Number: do-i--iIZ_ r649 Email: The reason for the flood plain determination is: New structure ® Existing Structure (pre-2007 FIRM adoption) La Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OF - ILIA US O L Flood Zone: >C Base Flood Elevation: N Ar Datum: N/A FIRM Panel Number: l ZO Z94- 0D10 IF Map Date: SF,PT- Va z=7 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway CK The parcel is not in the: 91floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: F61> 1(0 - IOZ$ Reviewed by: V-j %G Date: 19 - ZD 1(0 ECEIVi E APR - 5 2016 BY: City of Sanford Residential Alteration / Addition / RenovationUPermitApplicationGuidelines All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 0"" Building Permit Application completed, signed and notarized. B Floodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value 0"" Application must include correct address and complete parcel I.D. number. A Contractor information is required to be included on the permit application (if contractor is applicant). 0"' Applicant must include the name of the designated plan review contact person, their phone number and either a fax number or email address on the Building Permit Application form. Copy of the contractor's license issued by the State of Florida (if contractor is applicant). G A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. A* Certificate of insurance indicating worker's compensation insurance coverage and naming the City ofSanfordascertificateholder, or a copy of a worker's compensation exemption issued by the State ofFlorida (must be submitted with each application if contractor is the applicant). 2"' Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). 4 Two (2) copies of all applicable plans and related documentation. Lit' An accurate, signed and sealed, property survey which shows all improvements on the subject propertyandwithin10feetonadjacentparcels. 9'*' Plot plan showing location of proposed improvement(s) and setbacks to property line(s). May need toincludeinfilllotrequirements. Hand -drawn submittals must be submitted on plain white paper and include accurate dimensions, all details that apply to the project, and must be legible. Please see the following pages for construction document submittal guidelines ** Revised- February 2016 Page I of 5 Residential Alter/Add Permit Application Checklist THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING, AS APPLICABLE: SITE PLAN / PLOT PLAN gr Must indicate the location of the proposed addition. D"' Two (2) copies are required BUILDING PLAN — Structural If any elements of the addition, alteration or renovation involve altering the structure or any structural elements, the following information must be included and must be signed and sealed by a registered design professional. Any alteration or change to an exterior wall is considered structural and requires signed and sealed engineered plans. 13' Two (2) copies of construction documents are required. 21 Construction documents shall indicate code edition being applied W Construction type 0 Plans to minimum 1/4" scale D' Designer information: name, address, registration #, seal and signature on all signed/sealed pages C" Page size minimum 11" x 17" a All pages numbered and labeled G' Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings (residential) 0' Ultimate design wind speed (Vult) 13 Nominal design wind speed (Vasd) C' Risk category Er Exposure category 13' Enclosure classification IT Internal pressure coefficient e Component and cladding design wind pressures in terms of psf E( Structural Calculations, if necessary FLOOR PLAN — ALL PERMITS (STRUCTURAL/NON-STRUCTURAL) D' Floor plan must include a layout of the entire home D" An existing floor plan and a proposed floor plan must be provided, indicating any structural/non- structural elements, electric, mechanical, plumbing, concrete slabs, and any other relevant details. CY Must indicate the area that will be altered/renovated 01" Each room must be labeled (Kitchen, Bathroom, Bedroom, Living Room, ect.) C Must be legible and to minimum 1/4" scale E( Include all applicable span lengths and dimensions, including porches Revised. • February 2016 Page 2 of 5 Residential Alter/Add Permit Application Checklist ELEVATION (if applicable) a Attic ventilation 13' Roof pitch Roofing material Q' Exterior finish/stucco thickness Ur Height/bearing elevations Er" Window and door opening locations Gr" Chimney location/height ENERGY CALCULATIONS C Required for Additions / Removing existing insulation and adding new insulation Converting unconditioned space to conditioned space. E( Form 402 or Form 405 FOUNDATION / SLAB D' Foundation plan C" Filled cells with reinforcement locations Ind' Footer denotation/details 1Y Footers minimum 12" below grade C Interior bearing walls/pads Cz1 Porch pads/footers C9' Brick ledge detail Ef Slab thickness/steel/fiber mesh 9 Vapor barrier/termite treatment type 19' Reinforcing steel over lap Relieving arch steel at pipe penetrations All wood minimum 6" above gradeCVCrawlspaceventilation ELECTRICAL (if applicable) Please note: any renovation, alteration or addition will require the entire home to be updated with smoke detectors, located as required for new construction per FBCR R314 Level I Alterations will require 10year, non -removable battery smoke detectors. Ur Electrical existing floor plan and proposed floor plan for the work area. Location of receptacles, switches, lighting, fans, disconnecting, service panels, ect. C9' Service riser diagram (for new service, service rebuilds or upgrades to service size) Bonding/Grounding C Electrical load calculations Re -wire of 50% or more of home Additions, required on existing home to verify service size is sufficient' OY GFCI protection M/ AFCI protection fcY Tamper resistant outlets ID/ Smoke/CO alarm locations Revised.• February2016 Page 3 of Residential Alter/Add Permit Application Checklist MECHANICAL if applicable) Equipment location Anchorage for condenser, engineered to meet wind loads Protection in garage locations Clearances at equipment Structural detail for air handler in attic Q,- Room ventilation Adding or modifying ductwork requires a duct layout. Duct layout must include a floor plan and indicate the duct sizes, R-value, register sizesO Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air 07/ Energy calculations with equipment sizing calculations for new HVAC installations PLUMBING (if applicable) of Plumbing drain, waste and vent schematic for new plumbing installationsO"' Bathroom or Kitchen existing floor plan and proposed floor plan. FUEL GAS (if applicable) O BTUs each outlet and total BTUs O Pipe type and total length O LP regulator and model type O Combustion air vents O Location of equipment O Venting O Gas Type O Gas Pressure O Gas piping riser ROOF TRUSS LAY OUT (for new engineered trusses) Truss I. D. #s Layout, required on plans and a copy included with truss package Signed/Sealed truss engineering package011Strapping/fasteners/truss tie -downs DETAIL SHEETS OR NOTES Footings Ur Beam to wall and/or post attachments D' Post/column and beam construction 13" Interior bearing walls Y Stairs section 19 Chimney construction M Dormer construction UK Floor framing d Entry construction Arched windows 2r Bay windows d Frame to block connections 19/ Knee wall construction OV Sky light framing C3' Top plate splicing requirements Revised' February 2016 Page 4 of 5 Residential Alter/Add Permit Application Checklist Steel requirements (footer, lintel, vertical pour) Grade Over lap A* Veneer IV Shear wall locations and construction Connectors Fasteners D' Roof sheathing & diaphragms Fasteners Blocking Er Wall and gable sheathing fastening CY Gable end, frame and block, vaulted and flat IT Conventionally framed roof members rW Glass block fY Header schedule, including strappinglanchorage and frame supports (bearing walls) a Bearing/non-bearing wall detail R( Typical wall section detail, one and two story, block and frame, for all scenarios Connectors Anchorage bolts Materials and assembly MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS Roofing components Underlayment Shingles / Tile / TPO / Rolled Off -ridge vents 19, Window and mullion installation instructions 12' Garage door, sliding glass door and swing door installation instructions 0' Siding installation instructions 43" Soffit installation instructions Glass block installation instructions CH' Engineered lumber products installation instructions PRODUCT APPROVAL D Completed Sanford Product Approval specification sheet O Florida Product Approval can be located at www.floridabuilding.org. O Product Approval must be approved under the current code edition FS 553.842, FAC 61 G20-3 These guidelines were compiled to assist the applicant in preparing a residential alteration / addition / renovation permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, andfederal requirements. Revised. • February 2016 Page 5 of 5 Residential Alter/Add Permit Application Checklist r Revision - Response to Comments MAY 2 4 2016 V City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # I (0 — I 0 2 F5 Submittal Date :7 ' L 4 ° ( (o Project Address: 44 5 1:--- L L 10TT Contact: 1 _—,> F---F Ph: JD 5 o 2 B O" 5 :5 U? Fax: Email: .L11= C CZ(EI.(D ( M AFL • Gc7M Trades encompassed in revision: Building Plumbing Electrical M Mechanical Life Safety 0 Waste Water General description of revision: U(-T [>I-wnJ &,DDT-(-) SL,r . S v l 1z.i S E l ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building C0AKeg ar- S•;t-l(i SF CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORDj, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-1028 Date: May 3, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: LudwigJ(a,sanfordfl.2ov Project Description: Residential Addition Job Address: 445 S Elliott Ave The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. All code references on the plans reference the incorrect code version in effect. The current code in effect is the 5" Edition 2014 Florida Building Code and 2011 National Electric Code. In addition, Note #8 on Sheet S1 references 120 mph wind speed. All pages of the plans need to be reviewed and every notation relating to Florida Building Code revised to the current code edition in effect. FBC 107 2. Two copies of a plumbing DW V (Drain, waste and vent) riser diagram is required for the new bathroom — must indicate pipe sizes and venting requirements as well as sewer line tie-in. FBC 107 3. Two copies of an HVAC duct layout is required for the addition. FBC 107 4. The truss engineering has been designed for Exposure C while the plans are designed for Exposure B. Both the plans and truss engineering should be designed to meet the same exposure. Revise as necessary. FBC 107 Based on the incorrect design information on the plans, this is an incomplete review" Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorev@sanfordfl.gov . Office meelin-es with the plans examiner will require an appointment, arranzed by phone or email prior to arrival. Respectfully, Steve Fiorey Residential Plans Examiner Revision 0/-0-3 BIJEC111, City of Sanford Response to Comments 016 Building & Fire Prevention Division JUN Ph: 407.688.5150 Fax: 407.688.5151 Email: building@sanfordfl.gov BY: Permit # / (7 /U C;CF Submittal Date / 3 Project Address: Contact: 3& J Ph: q07- 71.R- Fax: Trades encompassed in revision: 0, Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: ROUTING INFORMATION Approvals RECEIVED Revision JUN 01 2016 City of Sanford Response to Comments Building & Fire Prevention Division y: _ Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1 10 2.8 Submittal Date l Project Address: 43-5 S• c LG to T Contact: \/'% CJ\.% Ph: <305) Z ?;>0 - .50? Fax: Email: 'W ILIFri rfs1EDe. 6,mA,1 Trades encompassed in revision: General description of revision: Building 0PPlumbing L7 Electrical TPLyy S B Mechanical H V r..Y— Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORDj, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-1028 Date: May 31, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: LudwigJAsanfordfl.gov Project Description: Residential Addition Job Address: 445 S Elliott Ave The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two copies of affected Plan sheets and/or supplemental information as reauested. Permit submittals will not be accepted without two copies. SECOND PLAN REVIEW COMMENTS: Original Comment 3. Two copies of an HVAC duct layout is required for the addition. FBC 107 2"d Plan Review Comment This comment has not been answered. There was not an HVAC duct layout stapled to the cover page of the plans. Please submit two copies of an HVAC duct layout for the addition. New Plan Review Comments 1. GFCI Receptacle is required within 36 inches of each bathroom sink. Please show on electrical page of plans. FBC 107, FBCR E3901.6, FBCR E3902.1 2. The hallway is required to have at least 1 receptacle. Please show on the electrical page of the plans. FBC 107, FBCR E3901.10 3. The outdoor A/C condenser is required to have a disconnect and a separate service receptacle, GFCI protected and weatherproof. Please show on the electrical page of the plans. FBC 107, FBCR E3901.12, FBCR E3902.3, FBCR E4101.5 4. Please provide two (2) copies of Florida Product Approval and Manufacturer Installation Instructions approved under the current FBC (2014) for the following products: windows, siding, roof ridge vents, shingles, roofing underlayment. The product approval submitted was approved under out of date code versions (2007 & 2010). FBC 107 Completed Plan Review" Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey@sanfordfl.gov. . Office meetinPs with the plans examiner will require an appointment, arranPed by phone or email prior to arrival. Respectfully, Steve Fiorey Residential Plans Examiner 2- REQUIRED INSPECTION SEQUENCE IBIP# // _ in 74 1($UIL,)" PERMIT bun Max Inspection Descrfl loon Footer / Setback 20 StemwalI Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathin — Walls 3p Sheathing — Roof p Roof Dry In p Frame n Insulation Rough In Firewall Screw Pattern oDrywall Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other Address: A/W S Fiz,..rT e.lc ELECTRICAL PERMIT Min Max IIns ectnon Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL (PERMIT Nun Max Inslgecdon Descrn loon O Mechanical Rough Mechanical Final min max IIuns ect8on Descru don7GasGasUnderground Gas Rough Final REVISED: June 2014 THIS ENERGY CALC PREPARED BY MAGGIE SIMS RESNE1 KAI tK ##45b/VUU CONTACT MAGGIE ENERGYCALCS.NET_ 386-775-0908 vFORM R405-2014 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: DDB SWEET LUDWIG REVIGDA Builder Name: DwNtiZ Street: 445 S ELLIOT AVE FL, 32771 Permit Office: SAKFOQ't' Permit Number. # 1 6 - 1 0 2 8City, State, Zip: SANFORD , Owner: LUDWIG Jurisdiction: 6411 Sao Design Location: FL, Sanford 1. New construction or existing Addition 9. Wall Types (876.0 sqft.) Insulation Area a. Frame - Wood, Exterior R=13.0 876.00 ft' 2. Single family or multiple family Single-family b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms(Bedrms In Addition) 3(3) d. WA 10. Ceiling Types (970.0 sgft.) R= ft' Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 970.00 ft' 6. Conditioned floor area above grade (ft) 970 b. NIA R= ft' R= ft' Conditioned floor area below grade 0 c. N/A 11 Ducts R ft' 7. Windows(68.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AM: Main 6 194 a. U-Factor: Dbl, U=0.50 68.90 ft' SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency b. U-Factor WA ft a. Central Unit 18.0 SEER:15.00 SHGC: c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 17.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft 14. Hot water systems - Altemative(New) Area Weighted Average SHGC: 0.250 a. Electric Cap: 50 gallons 8. Floor Types (970.0 sqft.) Insulation Area EF: 0.920 a. Crawtspaoe R=13.0 970.00 f' b. Conservation features b. WA R= ft' None c. NIA R= ft' 15, Credits Pstat Total Proposed Modified Loads: 28.92 PASSGlass/Floor Area: 0.071 Total Baseline Loads: 29.37 1 hereby certify that the plans and specifications covered by Review of the plans and 01 tHE STgT this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. r L ' " .'' • \\ PREPARED BY: " _ Before construction is completed cc DATE: -1 this building will be inspected for 0 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. U WEwiththeFloridaEnergyCode. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: r -f4- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 3/10/2016 6:10 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software E V E IVE. . APR - 5 2015pag 1 of 4 BY: GI-1RIu1 PAnr,_'1n1A PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: DDB SWEET LUDWIG REVI Bedrooms: 3 User Conditioned Area: 970 LUDWIG Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Single-family Addition CODE COMPLIANCE 405-2014 Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 445 S ELLIOT AVE SEMINOLE SANFORD , FL, 32771 CLIMATE V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 2 39 93, 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 970 7760 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 970 7760 No 3 3 1 Yes Yes Yes FLOORS Floor Type Space Exposed PerWall Ins. R-Value Area Floor Joist R-Value Tile Wood Carpet 1 Crawlspace Main 110 ft 0 970 ft' 13 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or shed Composition shingles 1022 ft' 162 ft' Light 0.6 No 0.9 No 0 18.4 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 970 ft' N N CEILING NZ # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 970 ft' 0.11 Wood 3/10/2016 8:10 AM - EnergyGaugeV USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 cr%MRA ownc -'In4w WALLS Vim[ Ouil 1 E 2 N 3 W 4 S Adjacent To 4Yalf_T.ype Exterior Frame - Wood Exterior Frame - Wood Exterior Frame - Wood Exterior Frame - Wood Cavity Width Height Sheathing Framing Solar Below S R-yalueEt-1n--kd R-Value-Eractinn_Absor.--Cuade% Main 13 48 10 8 390.7 ft2 0.5 0.23 0.35 0 Main 13 20 6 8 164.0 ft' 0.5 0.23 0.35 0 Main 13 19 8 8 157.3 ft' 0.5 0.23 0.35 0 Main 13 20 6 6 164.0 ft' 0.5 0.23 0.35 0 WINDOWS Orientation shown is the entered, Proposed orientation. wall- Omt ID Frame Panes Overhang NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 2 E 1 Metal Low-E Double Yes 0.5 0.25 54.0 ft' 1 8 0 in 1 ft 0 in Drapes/blinds E 1 Metal Low-E Double Yes 0.5 0.25 14.9 ft' 1 ft 0 In 1 ft 0 in Drapes/blinds None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000203 517.3 28.4 53.41 .1484 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:9 17 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 18 kBtu/hr 540 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name None None Collector Storage System Model # Collector Model # Area Volume FEF ft' DUCTS Supply - Location R-Value Area Return - Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 194 ft' Attic 48.5 ft' Prop. Leak Free Main - cfm 29.1 cfm 0.03 0.60 1 1 3/10/2016 8:10 AM EnergyGaugeV USA - FlaRes2014,Section R405.4.1 Compliant Software 'Page 3 of 4 I-VKM KgVU-LV 14 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling ((]] Jan Heating [X] Jan Feb X] Feb Mar pC] Mar Apr L 1 may May Jun ri Jun Jul rl Ju Au ri Aug ri Sep Sep Oct Oct Nov Nov Dec DecDe Venting [[ ]] Jan Feb a)) Mar lxl Ao Thermostat Schedule: HERS 2006 Reference Hours 12 Schedule Type 1 2 3 4 5 6 7 8 9 10 11 Cooling (WD) PM 80 80 78 78 78 76 78 78 78 78 78 78 Cooling (WEH) PM 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) PM 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 - Electric Heat Pump 0% 1 - Central Unit 3/10/2016 8:10 AM EnergyGaugeQP USA - FlaRes2014 Section R405.4:1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 445 S ELLIOT AVE, SANFORD, FL, 32771 1. New construction or existing Addition 9. Wall Types Insulation Area a. Frame -Wood, Exterior R 876.00 R2. Single family or multiple family Single-family b. N/A R= 13.0 3. Number of units. if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3(3) d. N/A 10. Ceiling Types R= Insulation fl' Area 5. Is this a worst-case7 No a. Under Attic (Vented) R=30.0 970.00 ft' S. Conditioned floor area (ft) 970 b. N/A R= ft' fl' c. WA R= 7. Windows" Description Area 11. Ducts R ft' a. U-Factor: Dbl, U=0.50• 68.90 ft' a. Sup: Attic, Ret: Attic, AH: Main 6' 194 SHGC: SHGC=0.25 b. U-Factor: N/A ft' SHGC: 12. Cooling systems kStu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 18.0 SEER:15.00 SHGC: d. U-Factor: N/A ft 13. Heating systems kBtuRu Efficiency SHGC: a. Electric Heat Pump 17.0 HSPF:9.00 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.250 8. Floor Types Insulation Area 14. Hot water systems - Altemative(New) Cap: 50 gallons a. Crawtspace R=13.0 970.00 ft' a. Electric EF: 0.92 b. N/A R= ft' b. Conservation features c. N/A R= ft' None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: 00 WF Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required. by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not -DEFAULT. 3/10/2016 8:14 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: DDB SWEET LUDWIG REVIGDA Builder Name: Street: 445 S ELLIOT AVE Permit Office: City, State, Zip: SANFORD , FL, 32771 Permit Number. Owner: LUDWIG Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air. barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be.aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawispace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow Cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the.drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 3/10/2016 8:18 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software rage 1 or I RECORD COPY Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval ll FL1999 Page I of 1 Document ID: I VPD408-Z 1629092140 Truss Fabricator: Accu-Span Truss Company Job Identification: 1Y11Y-/Addition -David Sweet -- 445 S Elliott Ave. SAKI Truss Count: 4 Model Code: Florida Building Code Sth Edition (2014) Truss Criteria: TPI-2007(STD) Engineering Software: Alpine Software,Version 15.01. Structural Engineer of Record: The i dent i ty of the structural FOR did not exist as of Address: the seal date per section 61G1S-31.003(6a) of the FAC Minimum Design Loads: Roof - 37.0 PSF 0 1.25 Duration Floor - N/A Wind - 140 NPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: 14015EC1-GBLLETIN- N Ref Description Drawin t Date 1 07668--A1 16089147 03/29/16 2 07669--A1A 16089148 03/29/16 3 07670--A1B 16089149 03/29/16 4 07671--A1C 16089150 03/29/16 a F*L J12'I ftt -David a •4 cFS: NA This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. 03/29/2016 Douglas Fleming Truss Design Engineer- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 J DINC SANFORD O cPAR F' 16-1028 APR - 5 2016 BY., THIS DOG PREPARED FROM COWNTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1Z11Z-/Add ition -David Sweet -- 445 S Elliott Ave. SANFORD, FIL - Al) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP 83 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L'/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 2X4(A1) = 2X4(A1) quo quo 1_ 10-3-0 _I_ 10-3-0LIEI 20-6-0 Over 2 Supports R=796 U=238 W=3.5" Ift, wll l s F`e"-'iq R=796 U=238 W=3.5" s••'' V Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /10 0 15. 1.006 0 TY. 5/-/-/R/- Scale=.375"/Ft. tARNIHcI•• AEA& AND NG TO ALL •olts o.IlI OWNS I IiOInANT•• F117a1511 1111! D4•IIR, f0 Att CONTMC7DS! I•CttAl•G 11E I•]i.tl.E•3. L 2D.D PSF REF R408-- 7668 ir, wre rpu,r• e•trr eer• ,n IW,eet,q. nrel,q. rlrlq, ,mt•111q r. rr,q. •.fer r .,1• f 1 DATE 03/29/16 7 L 7.0 PSF w1•u•c r,tlr sr SCSI IW,1•,q C•ymne L/ecy IMerrc,r ey F 1 re RCA) Ir rI•ty prrtler I • r p•r lem,q Urr I.eletlem. Imul Ire •NII Pree,•e twr•ry Mr,q rr SCSI. IMI••• m[•• s[71•re, tr e11•ro e11.11 Nee PreP•rly •t[rn•• •true Wr•1 •N•twlq rb rttr eNN •NII NM •Properly rcr ATE DRW HCUSR408 16089147 r,p,A eelllq. Lre[,rn .I,o.,. for P.rr,r,It let.rel re re,n[ sf .r. elvll Nre •rr,q ,mull.• P•r ; DL 10.0 PSF A pD om •], • 7 er •t0. •e erl,erl•. A71y PI•ut [s rn fro er [r,w• •,! relt,r ee elan ••sr •n• • • Ur` b,nt D•t•,1•. unl•.• mt! etNre,r. b1•r t• •rr,nS• 1Wt4 r•r •t•m•r! PI•t• pw,t,em. P O,c ';( LL 0.0 PSF HC-ENG SSB/DF IP.m. ..,.,.Ir •f 1,. W,l•,q C•s«»n . Grw Im —11 mt r re•P ibi, r.r •ny •er,etlr rrr N aree, q, eny (•,lure to I- 1• w true• In e•nl—me — ANSI/TPI 1, er rer N,W I,q, r,Fp•g• OR`O ••'• P, • '•••••'' • SE N- 507784 ANITwcoMMNYImt.11.tlr . •rr,q .r tr--. OT. LD. 37.0 PSF wl •" trll• •r••Iq r a•yr P•P 11•tlq tnl• .rrlq. In01••tr P•e•Pt N 10~1 I_I wplPrrlq q o A FROM SM mPr1.1 I1q rlely f r tN •eel 1 •Iwl. Itt •u1f 1I IV •1 r of GIP lull,• IW •q etrle:Wre I• f DUR. FAC. 1.25 LdeOn• eDr.&=I50 I.e=bblllty.r u.. bn.Iq Drlpr per AIISI/WI 1 sr.]. t•.. an•WMW11 JREF- 1 VPD408 Z16 ollt•m 32831 r• '""""'" — `"I"e'.: °'"'fe' m • PeP "° u... r• """ SPACING 24.0" FLCOAOD279LPI•E• we •IPlmlte.er. 1 1: rep.— •: •TCA ew.rel wo[ry.er: ICC: •w rr•.erP nln9nm e; THIS DIG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 1Z11Z-/Addlt•0n -Uavld bweet -- 44b b tlliott Ave. SANhUMU, hL - Al Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/190 total load. Creep increase factor for dead load is 1.50. 4X4 _ 2X4(A1) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 2X4(A1) _ quo I_ 10-3-0 _I_ 10-3-0 _I 20-6-0 Over 2 Supports nulaaa R=766 U=225 W=3.5"j Feip R=796 U=238 W=3.5" RL=93/-91 \1_..• ••._Z'k." - Design Crit: FBC2014Res/TPI-2007(STD) LT TYP. Wave FT/RT=O% O% /10 0 is aTY.A 5/-/-/R/- Scale=.375"/Ft. gARNINGI KAD AM FOLLM ALL I10F1E3 a IWIS MUII61 IIWWANP- FIANISH THIS CtA•INC TO ALL C&n"CMU INCLUDING THE INSTALLERS. irrva L 20.00 PSF REF R408-- 7669 True». r•pulr• •a[r a r• m r.......M. —Ii anlpplro. 6m 11ing .n• .r»I,q. R.f•r u a.Y f 1o. ua. Lt»c »n.ana M SCSI (Sul la.,pb[y, Inlwa.c by Tp1 anal •TCA> ran t , pan»[,e•• I l y L 7 .0 PSF DATE D3/29/16 up.".—&., ur» hs[,•.w. I,a. [•1I•r• Ya.11 prw,•• [•roar •any ar»any par SCSI. Mal••• Plat•• e[lanr•. p eMra Yell tiw prrprly .[c.eaw •[r..ctural •n•atnanS .,aa !•[[ e,a•r• Yell ,aa» . prsp•rly a[c» i ATEr1pl• e•Il,ng L»a[aeno •lwa far p.raYrne lac•ral r• ra.n[ at waa anal, n.•• nrac. 9 .... plan O • DL 10.0 PSF DRW HCUSR408 16089148 Q LFDD coon• •], p or RIG. .. appl.eMla. Apply plow to men rae• s1 cr.ana an• p•H ta•n » •Ia•.,a a»o a,aa • Ila. Aa.n[ ILLa.I.. .aato. ae[.• aurra.». bl.r ae ar».,q• 1rCA-] rar .canaa.ra pl•[• pa•.[. ana•. • • 0P• 0 a- C LL 0.0 PSF HC-ENG SSB/DF AN nw COMIiANY Alp,r•. • •.•.•,•n •r Ulf Sul la.ro C••paa•n[• Gray Ins Yrl1 ,an[ w r•apannlal• rer a,ry ew laca•n Mrs N raa lnp, any Ia.lur• » null• w uawa ,n eenrer.rne• •a[w ANSI/T I 1, er or laa,rlaro, an.pp.np. Ilpn op OR` •• 4 ••p•»-•S`N •••• Y S G G OT. LD. 37 .0 PSF SEQN- 507787 t1Y. b 1,0 pI pMr pP Plating tM• •rp1U0. IN/lept» pp•t w of prfMMlp11•0 MOIIwIIro GONA` ranq.,anuula »IaIY r.r cI. ••al0a Yw,. Tb aultYlUq w ,r N NIa trwlro ar ••a au,.o.r. la OUR. FAC 1. 25 FROM SM 24ODLdsDlfgeDr. SINxI50 Ia•p•,anlalllg a1 aan Sull•Iro •..I•an, par AMInP$ 1 Saa.t. ylL1 tWOlIvAt. FL TPI .N"M"°:r•'"'r°' : r"pa°'an°".: "°' SPACING' 24.0" JREF- 1VPD408_Zl6 278FLCOA /021! AL/INE: alp..a.lt• 7 1: .y. S• nd: .•ae .,a.uacry MCC: w•.lee»r•.srg 1p03/ 29/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1Z11Z-/Addition -David Sweet -- 445 J tlliott Ave. SANVUHU, hL - All Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 140 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP C. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 2X4(A1) = 5XIS = 2X4(A1) Wo gjjo I 10-3-0 _I_ 10-3-0 _1 iQ 20-6-0 Over Continuous Support ROB PLF U=23 PLF W=20-6-0 S F(F , RL=S/-5 PLF .•• • •... Note:All Plates Are 2X4 Except As Shown. O•, V $•• v Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /10 0 15. 1.0J 06 0 TY. III IL7f—` a [pD ^ AN ITW COMPANY rARNINGI•• IEAD AM FOLIA ALL SIMS ON Ills OAArIMII • I~ANF•• FUMISH THIS ONANING TO ALL CONTAACTOp INCLIDING THE 11011"LEAS. • 7 ru•w• tool,. r• arts, e.r• .n flirlc.[.,y. lt•.ull. .n • 1 • w .•toot M •f PCSI IPu.I•. n•' M,M,nO, . t•Illnp r.O r.e ,n. A•f.r u .n0 f 1 q c•m..,.c Bray Inro.re,r.., Tla .... •fu> r.r ..r..r Prmt.eM . • u p•rf•rPl p,tJr•• AKt,sn. 1:..I I.r• Yell Ilr — t•r—y .rm,np p•r PCSI Ytl... m[•• •arf., a elnf0 •N.11 Nw Prosody ... min• •[tact r.l Y.•.tN„y .M r tr •In,. —1. Now . prop•,., • [K / r..• t•ll,n. Lm.tlwn ..nw1I., p.r••n•ntul.t.,.l , ,tint .1`••P. —11 N••• Pr-1.0 ,.nt..lo•`p•r -0 ; /AATE . n. n or nG. .• .ppl.:ssl• Apply P-1 to scn r.e..r truss W p••.t.•n .• •Nsn Mow rt0 • i is J•,a O•t..1.. m1... ne[•a .eN.r,... N.1., as e,..,,,p. ,GO„: fnr a.b.re pl.[. p•.,t. u... Q O' OR ONAIP. m• . ,v,•,m •r I771 V.lo lg Ce;w..n . Gr•t. Im Ynll rot so r•.psm,.1• f.r .,y, •tuna, fro• M •, r.ry. Nty f•,lur• u e.,I IN No true• ,n ton/•fret• •,.lt ANSI/7PI 1. or for N.n•lln, M1pp..y. 'F, o.t, O P ON l l.t,•n L .roo-9 or [,u.•o•. Y• TCjL L DL LL OT . LD . 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 240DLdeOm pOF. Suite ISO A111- V rl• IN r r eft w.lgn Tin W Ifyl l la .n. — or Mi. •mill• r r •la .v.neur. 1. MI —, this rrl.y sr ..,Pr P.P Il.tln0 this rrl.9, In I.— •o••t•11•• N P,.?—I.rl .vllwline so— P•.nlPlllq •f eft. VI.d.ng 0-19— p•r ANSIAPI , Sr.t. ya 11 DUR . FAC . 1.25 Od dO6FL 32A37 FL COAID279 F. rr• .nr•rrt.00 w -6. jos'. 9.,nr•1 —Los Polls uw r. •I.••: III, • w.tpin.[.•r, •TCA: w.Me,mu.ery.er, ICC: ..wf•.•r ALPINE ••IP.n..t• er; Till: SPACING 24 .0 Scale=. 375"/Ft. REF R408-- 7670 DATE 03/29/16 DRW HCUSR408 16089149 HC- ENG SSB/DF SEQN- 938647 FROM SM JREF- 1VPD408_Z16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 12112-/Addition -David Sweet -- 445 S Elliott Ave. SANFORD, FL - AIIQ Value Set: 13B (Effective Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value'set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(A1) _ 4X4 _ 5X6 _ 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf. wind BC DL=5.0 psf. GCpi(t/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 2X4(A1) _ EWO 1— 10-3-0 _I_ 10-3-0 _1 i cc 20-6-0 Over Continuous Support Rip R=76 PLF U=23 PLF W=20-6-0 RL=S/-4 PLF •••• • •••. Note: All Plates Are 2X4 Except As Shown. 4,0••' $'•.'v Design Crit: FBC2014Res/TPI-2007(STD) TYP. Wave FT/RT=O% O% /10 0 15. 1.Of 06 .0 5/-/-/R/- Scale=.375"/Ft. WARNINGI•• KO AM FOLIDA ALL /DTES OM THIS DIMING I~Ax". THIS DMOINO TO ALL COM ILACTDAf INCLIDINO nil INSTALLERS. i T/// L 20.0 PSF REF R408-- 7671nmrlSH 7 r.n••1 rp • — .... In r..rlc.[.M. 1..,..1. . pp'"°' 1.."II'"• we .r•Llp. A•r.r ` '"' . 1 n.• 1•t••t . It RCSI (R.II..,q C.,er S•r.ty I .y r 1 • p NKSI I•r »r.ty pr.et.e•. L 7.0 PSF DATE 03/29/16 c,"r.n. u p•r rd np tle» 11.ec.••.. I,e[11I•r. Wl1 prorl.. c..•sr•ry .r•e .n0 p•r S 1 IA. pr ,erI •[ ley r°° `»'° .1..11 '..'.• pr.p.rly "`•".° """"r.1 `"•'["'"° •"° »"» `"•" •"°" "°... ' pr•p•rly "`•` s ATEr1•,. e.11,n•. L•e.t..n. •l.•.h rnr p.r.wenc 11ur11 r•.[r1.ne sf .... •l l l le•• .r1•Inp .,et11I- p•r R 0 ap DL 10.0 PSF DRW HCUSR408 160B9150 a Epp om p. RT .r N10. •• .ppl,tWl•. Apply p11t°1 t. •1•h r1e. •r cr.w..n. po.ltlw I. Yew...ow — 1lr b.nt D•t..l.. .n 1... ,e[.. oiler• "I.r u .rw., 1R0A.1 r.r .t.,...r. pI.- ps•, L,.ie. III I.r. 1 ..•I...n .r ITN R".I..m f.yo.ent. 1.s •NI1 ,r[ » r.•pw1.1.1• 1.r wry .....[I— rr— - QQ'•••• LL 0.0 PSF HC-ENG SSB/DF AN ITW COMRILNY w h•, = f.l lur• - —I.. [,,. [ru.• .n ew.f.r=. - ANSI TI ,. •r r.r h• .1. ec I11t.w • •rs ln0 or tr.nw.. '" ° p'"°' R •• ` TI S •'•••n••••' J OT. LD. 37.0 PSF SEQN- 938650 wl •w MI..rolh0 .r rwr ~ 11•tlly thlo .rw11p. 111.1..L.. -..Ft— N'-ft-1 -1 Ilml r1A FROM SMrwprrl•I llq wl•ly rr w .w101 Ms1. llw wlrl•Illd .h• r N MI• .rwl,0 Rr wpr •trlwt"r. 1. rI/ DUR FAC. 1 25 2r00LJ.eCrRnSeDr. SIUNISD r.wwel•1II q, .1, ue R"II.IlO D..I0r p•r ANSI/Wl 1 R•..:. rLAIS E na JREF- 1 VPD408 Z16DIILAdaFLi'T r•r »r• '"`"""'°" •» `"" "°,: •wer11 » "'°' w.. " "° ":" SPACING 24.0" FLCOAS0278 AL INE ..Ip,.el[..•w. M: w... p.,er O: MTCA: we •.e.rs,•try. ICC: .ILL•1r• •rp 03/29/2016 u SUPPORT REPORT JOB DESCRIPTION: WIND CODE: ASCE 7-10 WIND MPH: 140 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND TRUSS DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+M MAX.-! UPLFT. f PROFILE Al 20.500 3.500 WALL 0.000 10.000 796 -238 Al 20.500 3.500 WALL 20.208 10.000 796 -238 AlA 20.500 3.500 WALL 0.000 10.000 766 -225 A1A 20.500 3.500 WALL 20.208 10.000 796 -23B A1B 20.500 246,000 WALL 0.000 10.000 1599 -472 A1C 20.500 246,000 WALL 0.000 10.000 1558 0 472 j/ I pn Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 nph Wind Speed, 15' Mean Height. Partially Enclosed. Exposure C, Kzt - 1.00 Or, 12D nph Wind Speed. 15' Mean Height. Enclosed. Exposure D. Kzt - 1.00 Parr 100 noh Wind Soeed. 15' Mean Heloht. Partially Enclosed. Exposure D. Kzt - 1.00 2x4 Brace Gable Vertical pacing ISpecles I Grade No Braces t1> Ix4 'L' Brace tl> 2x4 'L• Brace t2> 2x4 •L' Brace 1) 2x6 'L• Brace t2> ex& 'L• Bruce Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B DJ U O s S P F H F a1 / a2 4' a 7• • 7. 7• 8. 7• a, III ID• 31 10, e• 3' 6• 4• 4' V 14' 01 03 4' V 6. 7' 7. 1' e' S. e' IV 1D' 1' 10, V13, 4• 13, 10• 14' IV14' r Stud 4' 1' 6' 7' 7. V 8' 6' e' IV IW 1' IV S. 13, 4' 13' 101 14' V 14' V Standard 4' V 5. 8• 6• V 7' 7• 8' I' 10. 1' 10, 6' 11' IV 1r e' 14' V 14' V S P DFL 11 4. 6• 7. 4' 7. 8• 8. 8• 9. 0• 1D• 4' 10, 9• 13• a. 14• V 14' V 14, 0• tl2 4' 3• 7' 31 7. 7' 8. 7• a, 11' 1D' 3' 10, r 13, 61 14' D• 14. V 14, 0• r3 4' 2• 6. 0' S. 4• 7. 11• 8. 61 f0. 2' 10, 71 Ir 5' 13' 4' 14' V 14. 0• Stud 4' 2' 6' 0' W 4• 7. 11' e. 6' 10• 2' IV 7• jr 5' 13' 4• 14. V 14' V Standard 4' V 5. 3' 5' 7• 7. 01 7' 6' 9' 61 ID' r 11. V II' IV 14' V 14' D' U L 0 D1 U O P F HF I / #2 4' 11' e• 4• e• e• 9' 10, IV r 11' e' 12, 2' 14, 01 14' V 14' V 14' WS834' 8' e• 1' e. 8' 9' e' 1D• 1' 11' 7' 12' 1' 14• V 14' W 14' V 14. V Stud 4' 8• e. 11 e• 61 91 a, IV 1' 11' 7' 12' 11 14' D• 14' 0' 14' V 14, V Standard 4' 8• 6. 111 7. 5' 9' 3' 9. 11, W 7' 12' 1' 14' V14' 0' 14' V 14' W P DFL 11 5. 1. a. 5. e•9' 9, 11, 10' 4' 1, IV IV4• 14'o• 14'V 14'D' 14 'o- U2 4' 11' 8. 4• 8' e' 9. 101 10. 31 1, e• 12, 2• 14' 0' 14, 0• 14' Ir 14' D• 03 4' 9' 7. 4• 7. 9• 9. 91 10, 2' 11' e' 12. 1' 14. 0• 14' 0• 14. V 14' D' Stud 4' 9' 7. 4' 7. 9' 9. 9' 10• r 11' e' 12' 1' 14, D• 14' D' 14' V 14, D• Standard 4. 8' 6. 5' W1D• 8' 7• 9' 2• 11' 7• 12' 11 13, 61 14• V 14' 0• 14. 0' d x d U O z S P F H F N1 / N2 5' 5' 9. 2' 9. 61 ID, ID, 11. 3' 11' e• 13, 51 14, Ir 14' V 14' V 14. 0• 03 51 1' D' 4• ID 1' I' 1 • 9' 13' 3' 14, V 14' V 14' V 14' 5. 1' 9' D' 9. 4' 10' a, 11' 1' Ir 9• 13' 3' 14' V 14, 0' 14' V 14' V Standard 5Stud1' a, r 8. S. IW e' 11. 1' 12' 9' 13' 3' 14, V 14' 0' 14' V 14' V P DFL p1 5. 8' 9' 3' 9. 8' 1D• t1' 11' 41 13' V 13' 61 14' o• 14' V 14' 0' 14' D- 02 5. 5' 91 r 9. 6' IV IV W 3' 12' 11' 13, 51 14, 01 14' V 14, 0' 14' V 03 5' 3' B. 5' 1 9' D. 1 10' 9' I Ir 2' I 12' 10' 13' 4' 14. V 14' D' 14' V 14' V Stud 5' 3' e' 51 1 9' 0• 1 10, 91 1 11. 2• I 1r 10• 13' 4• 14' 0• 1 14V 14. V 14' V Standard 5. 1• 7. 5• 1 7. )1• 1 9' 11• I 1D' 7' 1 le, 9' 13' 3• 14. 0' 1 14' V 14' V Bracing Group Species and Gradest Group At S nice-Pine-rir Hen-rr e1 / e2 Standard s2 Stud t3 tud 03 Istanobro as rlr-Larch Southern PNex s3 e3 Stud stw Standard IStandard Group Bt 11en- fir t1 L Btr ae air -Larch Southern Priem tl . w2 e2 1x4 Braces shall be SRB (Stress -Rated Board. aror 1x4 So. PN use only Ind,strbi 55 or Industrial 45 Stress -Rated Boards. Group B values Pa be used atth these QMdel. Goble Truss Detail Notest Wind Load deflection criterion Is L/2411. Provide uplift connections for 55 plf over continuous bearing t5 psf TC Dead Loodz Gable end supports load from 4' 0• outlookers afth 2' 0' overhang or Ir plywood overhang 7- 11 Attach 'L• braces with IN 1D.12B•x1D• NOhots. nee Truss Abouti[ for 11> •L• brace- space nuts at it me. N 1B• anal zones add 4' oc. between zones. at - Diagonal brace opten tsieror t2> 'L• beoces, space rats at 31 at - Diagonal braceath nay nt T N 11r enst zones and 6' o.C. between zones. doubled when diagonal 18 Kl •L' bracing rust be a ANNhrn of Rat of web brace Is used. Connect L nenber length diagonal brace for 4500 E ,L I Gable Vertkal Plate Sizes ateachend. Max web Br ce total length Is 14'. is 11E Vertical Le th Ne Ice 2x4 Dr-L t2 or I Less than 4' 0• 1X4 or 2X3 better diagonal r T Water than 4' 0• 3x4 Verticsl length shown braces singe e' N table above. or double cut 45' ( as shown) at L 1 + Refer to cannon truss design for Upper end. Li upeek, spice, and heel plates. Connect dispona nt a: * * Refer to the Building Designer for conditions t of Dertical sea Refer to chart above 4io_ -LIP VO not addressed by thil de MWANmgilm KAs ram rzLLW KL 10Rt a THDs 1 "Wth0 aREF ASCE7-10-GAB14015 enrmAmwrummTHISse"WDG m KL CmalkwTQS nim mos M Nnm.L= i Trusses re" valrom* csre in f brtcatf nsMnp, Sh*pm p tistatap w Mir tow a room the latest ate- a sat thadetg cameo eat safny hj r tkw% by TPI am mAs nor aa" * : * DATE 10/01/14 Paid% Prey to perferMe thew f lIctlam Installers s an pro th? ""a" breef a per =11. e laD.. a radar etheraae, toP aura wawa brae prapeMy attached a%%&% Gal nwthmie w bens, enerr 9 Al DRWG A14015ENC101014 rsheDhawaproperlyattachedrdeCNpLOC& do whom far penman etaral restraint sf sass t; A .;ATrE' s• nail have bl* hat per tat SOLD ro 9% » or p4 as sypoeease, apply Platee to each face 11f1II a t.taa seat MpmMert as _= saeew w on the .Joint Datals6 r11eu rated OSMrebe. 9 es // L IJ D C AKsr is de camps lw z fir at.n_rd Past& pantlba oA% a c ,OPa•• Npie. a dNren of nW tVdnD tompaents fdao Inc. nWl rot be responnDle for any draeten ^ aaasO sane AX. TDT. LD. 60 PSF ANI1WCOMPANY1WaMWj=& any fake* to add the ts.as in crnf-nanee am NR1/T 1 L r for hanAll shlpmg won . amp pym lefm p tfsa dlm.M& slaw sccwpanco of poha,O.a /4 S/prig` ' i tins Rhahpan Dliva w prsrshp te1Ny fr tlr dmaltn arora Tee n/famuty w din of w saahnig M/ q„__ stab Zoo '°r ap etne'N' '"espdre'"y -M "ly 5'0"" = "16"'"' t Let -'84rf MAX. SPACING 24.0 MnylandHdohb. MO e3043 roe awe mdarmten a" this jabs 0erwv raw paea w chase ads nw KP110 s-alpOwntwcOnh Vol was tpsat.Or'ah s!A aw.ascfdatrysra ICO awtcsah.orp 03/ 29/2016 T Relnfo Kent Gn Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes For vertical studs. Engineered truss design For peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the eb. e C' 2X4 2X8 rrovloe connec-tions ror upurc specirheo on me enghneereo truss oeslgn. Attach each 'T' reinforcing member with End Driven NDRsr IOd Common (D.148'x 3.',min) Nails at 4' O.C. plus 4) nails In the top and bottom chords. Toenailed Nallsr 10d Common (0.148'x3'.min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13DI5051014, A12015051014, AI1015051014, A10015051014, A14015051014, A13D30051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-ID Gable Detail Drowings A11515ENC101014, A12015ENC101014, A14015ENC1D1D14, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20D15END101014, A20015PED101014, A1153DENC101(114, A12030ENC101014, A1403CENC1D1014, A1603CENC101014, A18030ENC101014, A20030ENC101D14, A20030END101014, A20030PED10f014 S11515ENC100815, S12015ENC10D815, S14015ENCIODBIS, S16015ENC100815, S18015ENC100815, S20015ENC10D815, S20015END100815, S2001 S11530ENC100815, S121113DENC100815, S14030ENCI0081MOMM56,08 FifS1803DENCIOD815, S2003DENC100815, S2D030ENDIOD8S )kSeeappropriateAlpinegabledetailformaximumun• • T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End -null To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'To Brace Example ASCE 7-10 Vlnd Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.DD Gable Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 3D% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' • 11' 2' T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20 oVARMINGI.. ROAD 40 rCLLOV ALL MOTES D1 TWO& 11RAVIRfr • % REF LET -IN VERTIMPORIANT.e fUM15M THIS ptAVgfi TD ALL m1TRACTotS lNCLIIDING THE IMSTKLERS. 0.(06848/ • Trwases reQAre extroe taro In fabricatinli, handblg, shipping. Insist" and brat Refer to and rail the latest .ammn of 1cS! I•ultlYp Component Safety Information. by iPt and"iien ear •arty * ; * DATE 10/O]/14 practke. Prior to arta"Ang these functions. Installers shall provide temporary bracing per SCSI. • lYYess MAIV other.Isa, top chord shall have proper) attached structural sheet and bottom c • small haw w r y al • • DRWG GBLLETIN1014Propertywtte[nsd rlpM C•Yn Locations sheen for permanent lateral rrstraM of •rips d T fl D ( ( l l shau nave braebp Y+staaetl per DCSI uetba the or Details, is applicable. Apply plstrs to each race /AATIE • aUl III11 IUI\\VVIIIIIIL of truss and posnY7n as shorn above AM on the .loan DID. as, aplica le. A othenKe. a • Refer to dro.ings 16DA-2 for standard pate positions. .a / •• Npine, a dMsion of ITV Dundbhp Components GrGp Inc. shall not be rrsponsblr for any deviation from O •w AN ITW COMPANY th•. dr..Ing. any f.bre to bdtd the trams n conformance .lth A SVTPI 1, or far handling, Shipping,O• `O•e`a AX. TOT. LD. 60 PSFnctallatbnLbracbpattrusses -9 ••Na..• A seal on thb cirswlrp or cover page lhting thb drewYp, YWcatrs acceptance of proressbal , 13M ItN.ryod OMo erlpDeerep responsibility solely for the design shown. The sult.bbty .me vale or this sera* 44y `f/O DUR. FAC. ANY SdI. 200 for wry wtrt¢ta e is the responsibility of the Dudlnp Designer per ANSVTPI 1 Sec2. Msrybnd Heights. MO 03D43 for more information see this job's general notes age and these .eb MISS - MAX. SPACING 24.0' ALPIM:r .o.alpnen•conl TPI, •.•.tplrat.Draj SDCM •••secnomsvyarpl ICD owtethfe.orp o3n9no16 Job #: LUDWIG Performed by ENERGYCALCS.NET INC ... JOHN AND NICOLE LUDWIG 445 S ELLIOT AVE SANFORD. FL 32771 RECORD COPY RECEIVED JUN 01 2016 BY: 1J Level 1 DAVID SWEET Scale: 1 : 82 Page 1 ENERGYCALCS.NET INC 267 DELEON RD Right- Suite® Lhiversal 2017 DEBARY, FL 32713 17.0.03 RSU15637 Phone: 386-775-0908 2016-May-20 09:27:10 ENERGYCALCS.NET ENERGYCALCSFL@AOL.COM loads\DAVID SWEET LUDWIG jls... wrightsofte Duct System Summary Entire House DAVID SWEET Job: LUDWIG Date: Mar 10, 2016 By: ENERGYCALCS.NET INC ENERGYCALCS.NET INC 267 DELEON RD, DEDARY, FL 32713 Phone: 386-775-0908 Email: ENERGYCALCSFL®AOL.COM Web: ENERGYCALCS.NET License: RESNET ... Project• • For: JOHN AND NICOLE LUDWIG 445 S ELLIOT AVE, SANFORD, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction rate Actual air flow Total effective length (TEL) Heating 0.70 in H2O 0 in H2O 0.70 in H2O 0.579 / 0,121 in H2O 0.413 in/100ft 525 cfm 170 ft Cooling 0.70 in H2O 0 in H2O 0.70 in H2O 0.579 / 0.121 in H2O 0.413 in/100ft 525 cfm Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name Btuh) cfm) cfm) FR in) in) Matl Ln (ft) Ln (ft) Trunk be h 1105 67 51 0.586 5.0 Ox 0 VIFx 8.9 90.0 SO brl h 2989 181 170 0.752 8.0 Ox 0 VIFx 7.0 70.0 br2 c 3863 114 141 0.413 6.0 Ox 0 VIFx 30.4 110.0 st2 br3-A c 4336 154 158 0.416 6.0 Ox 0 VIFx 29.4 110.0 st2 t h 153 9 5 0.581 4.0 Ox 0 VIFx 9.7 90.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 268 299 0.413 548 10.0 0 x 0 VinlFlx st1 st1 Peak AVF 344 355 0.413 452 12.0 0 x 0 VinlFlx Return Branch Detail Table Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 525 525 29.2 0.413 491 14.0 Ox 0 VIFx rst3 BoldBrallc values have been manually overridden 2016-May-20 09.26 57wrightSoRRight-Suila®Universal 2017 17.0.03 RSU15637 Page 1 argsinA6580ownloadsOAVID SWEET LUDWIG jls.rup Calc = MJ8 Front Door laces: E Return Trunk Detail Table Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk rst3 Peak AVF 525 525 0.413 491 14.0 0 x 0 VinlFlx C + wrightSoR• Right -Suite® Universal 201717.0.03 RSU15W7 2016May-zoos:26: ePage 2 argsim46581DownloadstDAVID SWEET LUDWIG jls.rup Cak = MJ8 Front Door faces: E r - RECORD COPY n City of Sanford Building and Fire Prevention Product Appro Permit # # 1 6- 1 0 2 8 Project Location Address 5• Eta # or-r A r- ification Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildina.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hung Pella 250 Series Vinyl FL# 16813.1 Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 J Category / Subcategory Manufacturer 3. Panel Walls Siding James Hardy Product Description(including HardiPlank Lap Siding Florida Approval # decimal FL# 13192.2 Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko Bldg Products ASTM D 3462 FL# 18355.1 Underla ments Mid -States 30# D-226 Organic Felt FL# 15067.3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Florida Metal Product Other RV10 Aluminum Ridge Vent FL# 2075.1 June 2014 J Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Page 1 of 4 Business & Professional Regulation ri p,;' rMNO d SCIS Home I Log In I User Registration Mot Topics I Submit Surcharge I Stab a Facts publications FBC Stan BCIS site Map Links I search Busines ProduApp Professi4nal ® USER; PublbicUseroval Regulation product Approval Menu > Draducl or Appliretbn Search > Application List > Application Detall FL # FL16813-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method W Pella Corporation 102 Main St. Pella, IA 50219 641) 621-6096 pellaproductapproval@pelia. com TROY FARR tbfarrOpella. com TROY FARR 18600 NE WILKES ROAD PORTLAND, OR 97230 503) 405-9176 tbfarropella. com Pat Bortscheller 102 Main Street Pella, IA 50219 641) 621-1000 P) Bortscheller@pella.com Windows Double Hung Certification Mark or Listing wOLDING SANFORD FjDAR' 16- 1028 Window and Door Manufacturers Association Terrence E. Lunn, PE 2 Validation Checklist - Hardcopy Received Standard Year AAMA/ WDMA/CSA 101/I.S.2/A440-08 2008 AAMA/ WDMA/CSA 101/I.S.2/A440-11 2011 Method 1 Option A 6/ 14/2016 Page 2 of 4 Date Submitted 03/09/2016 Date Validated 03/10/2016 Date Pending FBC Approval Date Approved 03/17/2016 Summary of Products FL V Model, Number or Name Description 16813.1 250 Series Double Hung Window 48" x 63" vinyl non -impact single window with interlock reinforcement Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL16813 R3 C CAC CCL 411-H-1461.16 .17.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/25/2021 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass shall conform to the current FL16813 R3 11 Drawing 1868A.Ddf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16813 R3 AE Drawing 1868A.Ddf Created by Independent Third Party: Yes 16813.2 250 Series Double Hung Window 36" x 72" vinyl non -impact single window with fully reinforced stiles & rails Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16813 R3 C CAC CCL 411-H-1461.00 .01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2021 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass shall conform to the current ASTM E1300 standard. FL16813 R3 11 Drawina 1868A.Ddf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16813 R3 AE Drawina 1868A.odf Created by Independent Third Party: Yes 16813.3 250 Series Double Hung Window 36" x 63" vinyl non -impact single window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL16813 R3 C CAC CCL 411-H-1461.12 .13.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/25/2021 Design Pressure: +35/-35 Installation instructions Other: Configurations of glass shall conform to the current FL16813 R3 11 Drawina 1868A.odf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16813 R3 AE Drawina 1868A.Ddf Created by Independent Third Party: Yes 16813.4 250 Series Double Hung Window 48" x 72" vinyl non -impact single window with fully reinforced stiles & rails & HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL26813 R3 C CAC CCL 411-H-1461.04 .05.Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 08/29/2021 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16813 R3 11 Drawing 1868.Ddf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16813 R3 AE Drawing 1868.odf Created by Independent Third Party: Yes 26813.5 250 Series Double Hung Window 96" x 63" vinyl non -impact double window with interlock reinforcement Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL16813 R3 C CAC CCL 411-H-1461.16 .17.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/25/2021 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass shall conform to the current FL16813 R3 II Drawing 1868A.Ddf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16813 R3 AE Drawing 1868A.Ddf Created by Independent Third Party: Yes 16813.6 1 250 Series Double Hung Window 6/14/2016 Page of 4 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 72 1/2" x 72" vinyl non -impact double window with fully reinforced stiles & rails Certification Agency Certificate FL16813 R3 C CAC CCL 411-H-1461.00 .02.0f Quality Assurance Contract Expiration Date 08/29/2022 Installation Instructions FL16813 R3 Il Drawino 1868A.odf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16813 R3 AE Drawing 1868A.odf Created by Independent Third Party: Yes 16813.7 250 Series Double Hung Window 72 1/2" x 63" vinyl non -impact double window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL16813 R3 C CAC CCL 411-H-1461.08 .09.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/25/2022 Design Pressure: +35/-35 Installation Instructions Other: Configurations of glass shall conform to the current FL16813 R3 II Drawino 1868A.odf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16813 R3 AE Drawino 1868A.odf Created by Independent Third Party: Yes T16813.8 250 Series Double Hung Window 72 1/2" x 72" vinyl non -impact double window with fully reinforced stiles & rails & HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16813 R3 C CAC CCL 411-H-1461.06 .07.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2021 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16813 R3 II Drawing 1868.odf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16813 R3 AE Drawing 1868.odf Created by Independent Third Party: Yes 16813.9 250 Series Double Hung Window 108" x 72" vinyl non -impact triple window with fully reinforced stiles & rails Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16813 R3 C CAC CCL 411-H-1461.00 .01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2021 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass shall conform to the current FL16813 R3 11 Drawino 1868A.odf ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16813 R3 AE Drawino 1868A.odf Created by Independent Third Party: Yes 16813.10 1250 Series Double Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16813.11 1 250 Series Double Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 108" x 63" vinyl non -impact triple window Certification Agency Certificate FL16813 R3 C CAC CCL 411-H-1461.08 .09.odf Quality Assurance Contract Expiration Date 04/25/2022 Installation Instructions FL16813 R3 II Drawing 1868A.odf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16813 R3 AE Drawino 1868A.odf Created by Independent Third Party: Yes 42" x 78" vinyl non -impact single window with fully reinforced stiles & rails & HP package Certification Agency Certificate FL16813 R3 C CAC CCL- PEL-H-1461.odf Quality Assurance Contract Expiration Date 10/19/2025 Installation Instructions FL16813 R3 11 Drawing 1868.odf Verified By: Warren W. Schaefer 44135 Created by Independent Third Party: Yes Evaluation Reports 6/14/2016 Page 4 of 4 ICreated by Independent Third Party: Yes Beek Next Contact Us :: 19/0 North Monroe Street Tallahassee FL 32399 Pbone: 850-/87-1fi2/ The State of Florida Is an AMEEO employer. Coovrtaht 200]•2013 State of Florida.:: Privacy Statement :; Attesslbllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section /55.275(t ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter /55, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter /55, F.S., please click here . Product Approval Accepts: a eredit!N E 6/14/2016 1. ALL FASTENERS SMALL BE N ACrAIROANCE WGH THFSF ORARINGS. SPECIFEC ANCHOR EMREJ IO BASE MArCTAI SMALL K SCI ONO WALL TOM OR STUCCO. L OPENIUM BUCIM A BUCNNG FASTENERS MUST BE PROPERLY OESICNEO A INSTALLED TO TRANSFER WIN) LOADS 10 TIB: STNCINRL 3. 1HCSr NON -IMPACT RATIO PRODUCT INSTALLATIONS ARE INACCORDANCE WITH AND MCET TIC OENIIRCYENIS OF THE FLORIDA BUILDING CODE (FOG). A. ALL ANCHORS SECURING PRODUCT FRAMES 10 PRESSURE TREATED BLC4 OR WOOC MAIM SHML BE CAPABLE OF RESISTING, CORROSION CAUSED NT IK PRESSURE IREAING CHLMICALS N III WOOD S. MATERIALS. MUONG BUT NOT LIMITED TO STEEL SCREWS, THAT COME I110 CONTACT WIN OTHER DISSIMILAR MAIEWALS SMALL MEET THE REOUNEMCNIS Or FLORIDA BULONG CODE CHAPTER 20. TO TNC OCST Or OUR KA'OTCEOGL THE PRODUCT 94M HERON 6 CEA NFEO A CUAl.AY ASSLIICO OV A FL0.1ia STATE APPROVED COITIi1GTON/04 UNITY A STALL DE LABELED N ACCORDANCE WITH THE TUC AND THE FLOROM OEPMTMOR OF BUSHES$ A PRGFESSO MA. REGULATION SPECIFICATIONS. PRODUCT ASSEAN LT 6 NOT PART OF THIS DRAWING AND SHALL HIE N ACCORDANCE WITH THE MANUFACTURER'S 01JIWTT ASSLAAMM SPCCACA OAS A IESIOIG REPORIS. 7. CEROICATIOM OF IDS( PRODUCT INSTALLATIONS SMALL THE COWWRFO V00 F ANF Or THE FOLLOWU7C APPLT: 1) PRODUCT S INSTALLED WITHOUT A ONLRNO PERMIT FROM TE APPYCABU LOCAL SUUDNG OEPARIMEHI. 2) IWOLLCI S NSVIL LO BY AAM4. OTHER IIAN A LICENSED CONTRACTOR EXVERFNCEO WITH INSTALLATIONS OF TIES TYPE OF PRODUCT. J) :F CHANGES HAVE OWURR(0 O TH'F PRODUCT'S CEFNGION ENfIRYS CERTIFICATE TAT CAUSE IN(SE NSTALLAIO:S 10 BE INCORRECT ON NCONSISIENI INTO WHAT HAS BEEN TESTED B. THE LEAST O/Sbl PRESSURE SPECIFIED ETHER N THIS ORANING OR N M PROOIICIS CERTIFICATION SMALL CONTROL FOR THE INSTALLED PRODUCT. IL THESE LRAMM CERTIFY THE PRODUCT INSTALLATION ONLY WATER PROONIG OF THE TOM= PRODUCT 6 NOT FART Or THIS MWALLATON CERIBICATON. THAT RESPONSaW SIMLL N TAT Or TIE MATRFAcRAu A/OR NSALLm P6LRLAFON EVAAAUIN 6 LASED ON AP/IIC/OLE AIQ6N 94VMM AND/OR IN ONA1104 A INSULTS FROM APPLICABLE TEST ROORR THE nom QUILTING CON KRSOM COI6RIC0 WITH THE VAMMTCM MESS THAT N FONCE AT THE THE Or M COJOWN N THE LNHI OF WK VERSION CMANICAS/IIIOATO 04 N THE MR 001 WE OR AOOI OM TESTING 6 COMREEO ON TIME REOOKm PRODUCT. PION O SWIG COME COMPJ%WA WITH PC SATE. THE MAVIFACRM SHNL CONFIRM WIN WE 116IALEATON EVALwTO1 OHmNER Or ROOD TWAT TC TNSINHATOVf SPOOFED HERE -II ARE Comw WITH THE TIN EAOQNI IL5111C 000E AND APPLIbWE STAFISIRDS FOR MAX. FRAME WIDIII, SEE TART E BELOW AI o j FIN FASTENER WITHIN 2' OF CORNERS 1 k V MAX. O.C. SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON THIS SHEET FOR REQUIREMENTS. Ci B W S i it W s BI LIMIIPENIINGTYPE0SLSYRSERATE1IOPENINGFASSTENERITYPEIEMBEDI/NAIL FN TO EOCCYOIST.I 11 YIN. FRAME OR SUCK MN. GDR. 3 & G 055) I NO. 10 SMS OR W000 SCREW II 1/4' I 3/4' NN. 1B GA 3J KSI METAL SIUO IND. 10 GR. 5 SELF TAP/ORLLL SCREW illLL 1/2' CONCRETE SCREW MLN. GRIT J h G=0.55) I N0. 10 Sus SCREW I1 1/1' I I/2" URN. 1/B- TIK A36 STEEL N0. 10 GR. 5 SELF' U1P ORKI SCREW FOIL !/2' uIN. 1/8' TFIK 6061-TS ALUM. NO. 10 GR. 5 SELF TAP/ORlll SCREW FUII 1 I/2' R.3 & C=0.55) — NO 10 SVS SCREW 1 3/8' 1 1/2' MIN. 2X4.WOOD FRAME OR BUCK MIN. GR. 3 k G=0.55) II GA RTIOnW. MA4 1 J/8' I/2' WK. 1/8' THK A36 STEEL NO. 8 CR. 5 SELF TAPDR01 SCREW FULL I/2' MN. 1/8' THK 6063-TS ALUM. NO. 8 CR. 5 SELF TAP DRILL SCIIEw FULL 1 2' 1) FRAME AND NSTATLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. 2) CONCRETE SFRFWS SHALL BE ELCO ULTRACONS (C.S.). ELCO CRETE-FLEX (S.S.). ITW RAMSET/ REO HEAD TAPCONS (C S. OR S S.) OR HIB.TI KWN-CON D (C.S OR S.S.). 3) WHEN SCREWS ARE USED WITH THE NAIL FIN. THEY MUSI UE A PAN HEAD OR WAFFLL HLAU SCREW OR HAVE A FLAT WASHER AT THE SCREW HEM. a EXTERIOR ELEVATION: SINGLE WINDOW SCALE: 3/4" = I'-0' NAIL FIN MOUNT CONDITION) OR MAX. FRAME WIDTH, SEE TABLE BELOW m B I Wvi 1y 6 6. W U GFRAME SCREIYS WHERE SHOWN AT—.ai FRAME SIDES. SEE ANCHOR L1: REOUIREAIENIS TABLE' ON 1HIS SHEET FOR REOUIREMF.NTS. dMA EXTERIOR ELEVATION: SINGLE WINDOW SCALE: 3/4' - 1'-0' FRAME SCREW MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE SINGLE WINDOWS) MAX. MAX. ALLOWABLE FRAME FRAME PRESSURE WIDTH HEIGHT PSF) IN.) IN.) 18 63 1 30 36 72 i 30 36 63 35 ALTERNATE MCHOR/SUBMTE EV LUATION ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANOARO(S) AND ARE FOUND 10 UE: EOUNALENI TO OR STRONGER THAN INE ANCHOR($) USED N TESFNG WITH THIS PRODUCT. MAX. ONa oq a:{ z W * ih go3Z...,Ap 10 ANY v N a. II or 8 FOR MAX. FRAME WIDTH. SEE TABLE BELOW CLUSIER FIN FASFLNERS AT MUILION ARE A TOTAL OF 5 POSITIONED AS ANCHOR RFOUIREMFNTS TABLE' ON ENOS SUCH THAT THERE SHOWN. SEF "FRAME SHEET I FOR REOUIREW4IS. 2' AI W m J CI 1W 1 W W ffI FIN FASTENER WITHIN 2'—/ OF CORNERS k 9" MAX. O.C. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. EXTERIOR ELEVATION: DOUBLE WINDOW SCALE: 3/4" - V-O" NAIL FIN MOUNT CONDITION) FOR VAX FRAME. WIDTH. SEE TARLE BELOW I 0 • . uwv a 4" MAX. 12 3 MAX. — D.C.D.0 1 _ 3. 12 3/ A1MM. O.CC A. A 4" MAX. 8 3C 4" MAX. FRAME SCREWS WHERE SHOWN AT HEAD At 0 SIDES. SEE "FRAME ANCHOR REOUIREMCNTS xQ S m C2 TABLE' ON SHEET 1 FOR REOUiRENENTS. H B m j j 21- 6" ppC- ef§ 9 zfci8 s I d INSTALLATION CLIPS WHERE— SHOWN AT SILL SEE 'FRAME f 4- 4" 4" 4" ANCHOR REQUIREMENTS TABLE" EXTERIOR ELEVATION: ON SHEET 1 FOR DOUBLE WINDOW REQUIREMENTS. SCALE: 3/4' - V-O" ALLOWABLE DESIGN PRESSURE DOUBLE WNDOWS) MAX. MAX. ALLOWABLE FRAME FRAME PRESSURE WIDTH HEIGHT PSF) IN.) IN.) 96 53 30 72 1 2 72 30 72 1 2 63 35 FRAME SCREW AND CLIP MOUNT CONDITION) 4" MAX. I... N•..•MY V s r fw V3 '_ 4` bA-iS eS 4 2,0Z z O ytiwZ.. Off•' u f i,6ddAu QQ:.• m N a co I AN 2 - 8 M . a C FRNAE WIDTHlOR' MAX. CLUSTER fIN FASTENERS AT MULLION ENDS SUCH THAT THERE ARE A 108 MAX. FRAME WIDTH l I 3' 3' 4" MAX. ••- -- 13" MAX. O.C. --- .. MAX. 1 O.0 13" MAY. O.C. 4' MAX. 1' MAX FRAME SCREWS WHERE SHOWN AT HEAD h uo SIDES. SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET I FOR REQUIREMENTS.---•-- r= C4 IL 6. 1J I ci j f I f f INSTALLATION CLIPS WHERE SHOWN AT SIl4 I X SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON A y SHEET 1 FOR REOUI0111111II e % [ 4"I fl `'I 4'1 `'I 4 -'l 4 EXTERIOR ELEVATION: TRIPLE WINDOW SCALE: 3/4' - V-0' FRAME SCREW AND CLIP MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE 108" X 63" TRIPLE WINDOW UNITS) 35 PSF O z FIN FASTENER PER ELEVATION SUBSTRATE BY SEALANT BY OTHERS OTHERS PER FRAME SCREW- BENNO NAIL FIN "FRAME ANCHOR PER LLEVAIION REOUIRLMENIS TARI F• SPACE SEAIAW BYE O 1 O SMANT BY OTHERS OTHERS SEAL SPACE WITH UU OW EXPANSION FOAM AROUND PERIMEIER OF EXTERIOR 1 WINDOW FRAME EXTERIOR FRAME SCREW PER - SUBSTRATE BY ELEVATION SUOSIRATE BY OTHERS PER SEALANT BY OTHERS OTHERS PE:? FRAME ANCHOR BEHIND FRAME FLANGE "FRAME ANCHOR REQUIREMENTS RE UIREMENTS TABLE" 0 TiITABLE' 11/4" MAX. SHIM /4" MAX. SHIM AT EACH ANCHOR AT EACH ANCIIOR SEALANI ByOTHERST X SEAL SPACE SEAL SPACE WITH LOW W WITH LOW EXPANSION EXPANSION FOAM AROUND FOAM AROUND PERIMETER OF PERIMETER OF WINDOW FRAME I WINDOW FRAME SECTION A7 SECTION SCALE: 3/4 FULL 1 SCALE: 3/4 FULL NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) ALTERNATE SECTION Az SCALE: 1/2 FULL FRAME SCREW MOUNT CONDITION WITH FLANGE) EXTERIOR w EXTERIOR SEAL SPACE WITH SEAL SPACE WITH X 0M LOW EXPANSION FOAM LOW EXPANSION FOAM j CC K! vAROUND PERIMETERSHIMOF ToASREO'O TOD0 AROUND PERIMETER OF Sacw re WINDOW FRAME G. SUPPORT & AUGN WINDOW WINDOW FRAME Ana- us I G= INSTALLATION ww 0 Z,4 -dA SEALANT By SEALANT BY-,,,, CUP id: OTHERS C= OTHERS a 1/4- MAX .7 1/4" MAX. N fillSPACE SHAH A. RES O'D TO MAX, 3/16' 911M SPACE 31i 00 SUPPORT & ALIGN IHICK X 3" v WINDOW LONG SHIM AT EACH CUP 4L SEALANT BY OTHERS FIN SUBSTRATE BY OTHERS PER SUBSTRATE BY OTHERS FRAME INSTALLATION CLIP SCREW PER OsFINBEHINDNAIL FASTENER PER FRAME ANC40R REOUIREMENTS PER ANCHOR REOUIREMENIS TABLE' FRAME ANCHOR REOUIREVENTS TABLE- (2 PER CUP). 0 izELEVATION TABLE' SECTION SECTION SCALE;- 3/4 FULL W 0 ca - a. sy SCALE: 3/4 FULL \Z./'40, INSTALLATION CLIP MOUNT CONDITION) M....00 z. NAIL FIN MOUNT) its to% 1/4' MAX. SPACE SUBSTRATE BY 01HERS PER FRAME ANCHOR REOUIREMENTS .: TABLE' ` FIN FASTENER PER ELEVATION SEALANT 01 OTHERS BOUND NAIL FIN FRAME WIDTH --- SEAL SPACE WITH LOW EXPANSION FOAM AROUND PCRIMETCR OF WINDOW FRAME XTERIOR SEALANT BY OTHERS SECTION C1 SCALE: 3/4 FULL 8 NAIL FIN MOUNT) 1/4" MAX. SHIM AT EACH ANCHOR SUBSTRATE BY OTHERS PER FRAME ANCHOR RCOUIRCMENTS TABLE' FRAME SCREW \ PER ELEVATION ' CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK TO BE MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OTHERS REOUIREO WHEN SHUT SPACE IS PER 'FRAME ANCHOR WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE' SHOWN IN SECTIONS). SEALANT OTHERS FRAME SCREW PER ELEVATION k "FRAME ANCHOR REQUIREMENTS TABLE' OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER HEAD SECTION SHOWN: SIDES ARE INSTALLED THE SAME) DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) FOR DETAIL NOT SHOWN. SEE OTHER SECTIONS) FRAME HEIGHT — SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME NL— FXTF.RIOR SEALANT BY OTHERS SECTION c2 SCALE: 3/4 FULL 6 FRAME SCREW MOUNT CONDITION) 0.604 T I 0.604 --I 2. I465 0.8U' J11.059 0.059 J OFRAME FLANGE OFRAME nAAlG RIGID PVC) (RIGID PVC) 1/4' MAX. SHIM _ __- FRAME HEIGHT ----•-• AT EACH ANCHOR SEAL SPACE WITF SUBSTRATE 6Y LOW EXPANSION OTHERS PER -- FOAM AROUND FRAME ANCHOR , O PERIMETER OFREQUIREMENTSWINDOWFRAME TARLF.' o FRAME SCREW PER ELEVATION i' SEALANT BY OTHERS BEHIND o — FRAME FltivGE 2 1 EIRERIOR SEALANT BY DRIERS ALTERNATE SECTION C2 SCALE: 1/2 FULL 8 FRAME SCREW MOUNT CONDITION 'MTN FLANGE) 0.375 0.5001 3.000 0.500 1.325 — L I-E 0.060 0.2931 T V INSTALLATION CLIP RIGID PVC) d N I!: 8 or r Page 1 of 3 li 13'ticsniness Professional Regulation uJ- M r®r11 loll FMNO `~ BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stab a Facts Publications FBC Stall 8CIS Site Map I Links Search Busines Professi nal&SER:Public User Regulation Product Approval Menu > ProdYCt or Aoolhstlon Search > Application List > Application Detail FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL13192-R4 Revision 2014 Approved J James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Panel Walls Siding Ov lDl/yG SANFORD OFPAR, 16-1028 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Ronald 1. Ogawa PE-24121 intertek Testing Services NA Inc. - ETL/Wamock Hersey 01/01/2017 John Southard, P.E. 0 Validation Checklist - Hardcopy Received FL13192 R4 COI RIO - Certificate of Indeoendence.PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Eauiv ASTM C1186 Eauivalencv Sianed.odf 6/14/2016 Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL # Model, Number or Name Description 23292.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 11 ER RIO 2553-15 Plank metal wood.Ddf Approved for use outside HVHZ: Yes FL13192 R4 11 ER RIO-2557-15 Plank Shingle CMU.Ddf Impact Resistant: N/A FL13192 R4 II ER RIO-2577-15 Plank to WSP Design Pressure: N/A Sheathing.Ddf Other, For use in HVHZ install in accordance with NOA 15- FL13192 R4 11 Install CemPlank Siding.odf 0122.04. FL13192 R4 11 NOA 15-0122.04.Ddf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.Ddf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathino.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 11 ER RIO-2553-15 Plank metal wood.odf FL13192 R4 II ER RIO-2557-15 Plank Shinale CMU.DdfApprovedforuseoutsideHVHZ: Yes FL13192 R4 lI ER RIO-2577-15 Plank to WSPImpactResistant: N/A Design Pressure, N/A Sheathino.odf Other: For use In HVHZ install In accordance with NOA 15- FL13192 R4 11 Install HardiePlank Sidino.odf 0122.04. FL13192 R4 11 NOA 15-0122.04.0f Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathmg.Ddf FL13192 R4 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes 13192.3 HardieShingle individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 R4 11 ER RIO-2555-15 Shingle metal wood.odf FL13192 R4 11 Install HardieShingle Siding.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.Ddf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 II ER RIO-2555-15 Shingle metal wood.odf FL13192 R4 Il ER RIO-2557-15 Plank Shinale CMU.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13192 R4 11 Install HardieShingle Sidino.odf Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other: Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.Ddf Created by Independent Third Party: Yes 113192.5 1 Prevail Lap Siding I fiber -cement lap siding 6/ 14/2016 Page 3 of 3 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVMZ install in accordance with NOA 15- 0122.04. Installation Instructions FL13192 R4 II ER RIO-2557-15 Plank Shinole CMU.Ddf FL13192 R4 11 ER RIO-2577-15 Plank to WSP Sheathino.odf FL13192 R4 Il Install Prevail Lan Sidino.odf FL13192 R4 II NOA 15-0122.04.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.Ddf FL13192 R4 AE ER RIO-2557-15 Plank Shinole CMU.Ddf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathina.Ddf FL13192 R4 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes Bock Next Contact Us :: 1910 North Monroe Street. Tallahassee FL 32399 Phone: a50-487.1824 The State of Florida IS an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida low, email addresses are public records. If you do not went your e-mail address released In response to a public -records request, do not send electronic mall to this entity instead, contact the office by phone or by traditional mail. If you have any questions, please contact 650.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455. F.S., please click hM. Product Approval Accepts: M CreditlCArFE 6/14/2016 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank- "- ro. Lap Siding meJamesHardie EFFECTIVE SEPTEMBER 2013 IM INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS® PRODUCTS Visit www.ianesharde.com for the most recent version. SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL'" SMOOTH • CUSTOM COLONIAL'" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT. FAILURE TO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE' PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE7 APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: CUTTING INSTRUCTIONS OUTDOORS 1. Position cutting stallion so that wind will bbw dust away from user and others in waking area. 2 Use ore of the tot" methods a Best: I. Score and snap 1. Shears (manual, electric or Mmmiric) INDOORS 1. Cut only using score and snap, or shears (manual, electric or pneumatic). 2. Position cutting station in well-ven fated area Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinlege at butt joints. Carry planks on edge.Protect edges and comers from breakage. James NEVER use a power saw indoors Hardie is not responsible for damage caused by improper storage and handling of the product. b. Better: I. Dust redudng crag saw equipped with a HyclieBlade" saw blade and HEPA vacuum adraction c. Good: I. Dust reducing circular saw with a HardreBlade saw blade only use for lion b moderate cutting) NEVER use a circular saw blade that does not cry the HardieBade saw Wade trademark NEVER dry sweep - Use wet suppression or HEPA Vacuum Important Note: For mwdmum protection powest respirable dust producion), James Hardie recommends always using'Besf 4evel cutting methods where feasible, NIOSH- approved respirators can be used in oor iunctbn with above milting practices to further reduce dust erMures. Additional ergosure indomhation is available at www.0meshardie.com to help you detemire the most appropriate cutting method foryour job reghmerrerts. G concern still wrists about exposure levels or you do not campy with the above practices, you should alleys consult a qualified Industrial hygienist or contact James Hardie for further Information. last GENERAL REQUIREMENTS: HardiePlank• lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. jamehardie.com A water - resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap• Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. When installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Figure 1 Double Wall Single Wall Do not use HardiePlank lap siding in fascia or trim applications. construction Construction Do not install James Hardie products, such that they may remain in contact with standing water. waler-res sWe barrier let -in bracing HardiePlank lap siding may be installed on flat vertical wall applications only. plywood or z4• o.c. max. For larger projects, including commercial and multi -family projects, where the span of the osesheathing wall is significant in length, the designer and/or architect should lake into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie` Siding Products" at www.JamesHardie.com. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products, INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options are required by code (as referenced 20091RC R703.3. 2) A. Joint Flashing (James Hardie recommended) B. Caulking' ( Caulking is not recommended rev wS r-eforColorPlus for aesthetic reasons as the Demer Caulking and ColorPlus will weather differently. For the same reason, n0rn hg do notcaulk nail heads on ColorPlus products.) Harm C.'H" jointer cover Figure 2 Nag line (I nail line is not present place fastener between 314" 1' from top IWf of plank) ad Instal plarhks In moderate contact at butt )dims water -resistive barrier fastener instal a 1 1/4'starter strip to ensure a consistent pbnkengle leave appropriate gap between planks and trim, than caulk — Note: Field painting over caulking may produce a sheen difference when compared to the field painted PdmePlus. 'Refer to Caulking section in these instructions. I For additional information on HardieWrap` Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SIUCA DUST James Hardie* products contain respirable crystalline silica, which is brown to the Slate of California to cause cancer and is considered by [ARC and MOSH to be a cause of cancer from some cccupalbal sources. Breathing excessive amounts of inspirable silica dust can also cause a disabling and petentiaty fatal king disease caged silicosis, and has been linked with other diseases. Some studies suggest smddng may increase these risks. During Installation or handirg: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a Hardiegade• saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) wam others in the immediate area (4) wear a popery -fitted, NOSH -approved dust mask or respirator (e.g. N-95) in accrodarue with apprcable government regulations and manufacturer instructions to further limit respirable silica wrposures. During Own -up, use HEPA vacuums or wet cleanup methods - newer dry sweep. For further Irdormation, refer to our installation Instructions and Material Safety Data Sheet available at www.jameshardle.com or by piling 1-800-9HARDE (1.600-942-7343). FAUIRE TO ADHERE TO OUR WARNINGS, MSOS, AND INSTALLATION INSTRUCTIONS MAY LEAD To SERIOUS PERSONAL INJURY OR DEATH. Box= HS11119-P1/4 6 13 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 "" Figure 4 Roof to Wall Horizontal Flashing Figure 7 Deck to Wall Figure 12 Drip Edge Z-Flashing Min. Y4" Do not c Figure 8 Ground to Siding Figure 5 Figure 6 Kickout Flashing Slabs, Path, Steps to Siding As r uired by IR code mtn 4 x 4" Figure 9 Figure 10 Gutter to Siding Sheltered Areas Figure 13 Figure 14 Block Penetration Valley/Shingle Extension Y4" 1"-2" Figure 11 Mortar/Masonry FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank® lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed corners may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) 11ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfast' nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7116" 11ga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) Ribbed Wafer-head'or equivalent (No. 8 x 1 5/8" long x 0.375" HD). Stud O.C?max ( I r Nai Line i i Bind Nail r r water laassive 1 1/4' min Ba^ief Overlap Figure 15 FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8-18 x 1-518" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing Er & F pin or equivalent (0.10" shank x 0.25" HD x 1-12" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" Siding nail (0.09" shank x 0.221" HD x 1-1/2" long)' Figure 16 Minimum overlap for Both Face and Blind Nailing min. 1 114" overlap 24' — O.C. max. 1 1/4' min. overlap I I l l 1 o l race nai I I l water -resistive barrier laminate sheet to be removed immediately after installation of each course for ColorPlue products. When face nailing to OSB, planks must be no greater than 91/4" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements; and when considering aftemative fastening options refer to James Hardie's Technical Bulletin USTB 17 - Fastening Tips for HardePlanke Lap Siding. HS11119-P214 6M3 y o GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific Jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). 0countersunk, fill & add nail snug flush 91 DO NOT DO NOT Figure A I Figure B I under drive nails staple PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Can; should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus, Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank• lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk Color matched caulks are available from your ColorPlue product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party much -up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting Colormus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coaling on James Hardie• Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119-P3(4 6/13 y >o COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANIC LAP SIDING WIDTH So 5114 6114 7114 712 8 8114 9114 9112 12 1 so =100 sq.n.) (exposure) 4 5 6 6114 6 314 7 8 8114 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 too 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 20D 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 20D 200 149 17 425 340 283 272 252 243 213 213 15B 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 32D 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION: In accordance with IMES Evaluabon Report ESR•2290, Hardieftnl* lap siding is recognized as a suitable alternate to that specified in:the 2006,20D942D121rdernational Residential Code for One• and Two -Family Dwellings, and the 2006, 20D9, 8 2012 International Building Code,. HardiePlank lap siding is also recognized for application in the folbwing: City of Los Angeles Research Report No. 2486Z State or Florida listing FL4889, Dade County, Florida NOA No.02-0729.02, U S Dept. of HUD Matenals Release 1263e, Texas Department of Insurance Pmduc Evalkabon EC-23, Qly of New Yak MEA 223.9W, and California DSA PA-019. These documents should also be consulted for additiorel information concerning the suitability of this product for specific applications. 2013 James Hardie Building Products. All rights reserved. Additional Installation Information, TM, Sul and ® denote trademarks or registered trademarks of James Hardie Technology Limited. 91 is a registered trademark Warranties, and Warnings are available at JamesHardieofJamesHardieTechnologyLimited. www.jameshardie.com Panelfast is a registered trademark of ET&F Fastening Systems, Inc. H HS11119•P414 6r13 Florida Building Code Online Page 1 of 2 Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report r Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence n TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden®tamko.com Kern Eden kerri_eden®tamko.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer p Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 UL LLC 01/07/2019 Locke Bowden - rJ Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD D 7158 TAS 100 Equivalence of Product Standards Certified By Year 2009 2009 2008 1995 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83... 2/11/2016 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/16/2015 12/18/2015 12/19/2015 02/10/2016 Summary of Products FL # Model, Number or Name Description 18355.1 Glass -Seal, `EI1WGlass Seal ASTM D 3462 asphalt shingles and hip and ridge shingles Heiitage;;Heiitag_e'Piemium kleiltage ;Woodgate;.f `• Heiibge' Vintage; HipendWdge;jand• aKt e:Fli" •and!Rid`eI 6j I iiLimits of Use Installation Instructions Approved for use in HVHZ: Yes FL18355 R2 11 TSP15001.2 FBC 2014 Product Approved for use outside HVHZ: Yes Evaluation Report Shinales.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL18355 R2 AE TBP15001.2 FBC 2014 Product lWaluation Report Shinciles.od Created bX Independent Third Party: Yes Lack Next The State of Florida Is an ANEW employer. Copyright 2007-2013 State of Florida.:: Priyam Statement :: Accessibility Statment :: Refund Statement Under Florida law, email addresses are public records If you do not want your a -mall address released In response to a public mcords reituest, do not send electronic mall to this entity. Instead, contact the oRla by phone or by traditional man. If you have any tluestons, please contact M.487.1395. Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. Nowever email addresses are public record. If you do not wish to supply a personal address, please provide Me Department with an emall address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hC Lr Product Approval Accepts: CreditSAFE https://floridabuilding. orgtprlpr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83... 2/11/2016 CREEK Certlficote of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE ST" EDITION (2014) Manufacturer. TAMKO BUILDING PRODUCTS Issued December 14, 2015 220 West 4'" Street Joplin, MO 64801 417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5678) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-117-02-01 TAS 100 1895 PRI Constriction Materials Technologies (TST5878) TAP-130-02-01 TAS 100 1995 PRI•Construction Materials Technologies (TST5878) TAP-131-02-M TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-280.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TSTW78) TAP307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP415-01-61 ASTM D 6381 2008(2013)el PRI Construction Materials Technologies (TST5878) TAP317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK95DT ASTM D 3161 2009 UL LLC (TST9628) 04NK24366 ASTM D 3462 2009 UL LLC (TST9628) OSNK28006 ASTM D 6381 2008(2013)91 UL•2396 ASTM D 7158 2008d UL LLC (TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) OSCM9132 ASTM D 3161 2009 UL LLC (TST91211) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) I OCA50498 ASTM D 3452 2D09 UL LLC (TST9628) I OCAS4882 ASTM D 3161 2009 UL LLC (TST9628) I INK14014 ASTM D 3161 2009 ASTM D 340 2009 UL LLC (TST9626) 12CA24551 ASTM b 3161 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2009 UL LLC (TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Page 1 of 11 This evaluation report is provided for State of Florida product appro%W under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recominended use, or other product atbibutes that are not specdtcally addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION EIite•GlassSeal® 12-114" x 36". ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 34ab Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced'with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4' x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab Frederick & asphalt shingle with fiberglass mat coated. on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1t4' x 36% ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage® 13-1/4" x 39-3/8, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D, 3462. Tusscaloosa). Heritage® Premium 13-1/4" x 39-3/8% ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas, Frederick, reinforced, laminated architectural asphalt; shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) HedlageS Premium 12" x 36, ASTM D 3161. Class F and ASTM D 7158, Class H fiberglass reinforced, Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Vintage® 17-1/2" x 4W, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying -with ASTM D 3462. Heritage@ Woodgate 13-1/4' x 39-3/6", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas -8 Frederick) reinforced, laminated architectural asphalt shingle surfaced with, mineral granules complying with ASTM D 3462. Heritage® Woodgats 12' x 36-3W, ASTM D 3161. Class F fiberglass reinforced, laminated architectural Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used In the non-HVHZ only. Hip and Ridge Shingles 12-1/4' x IT, ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 12' x IT, ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 FL18355-R2 ' Page 2 of 11 This evaluation report Is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is Vaud. This evaluation report -does not express nor Imply warranty, Installation, recommended use, or other product attributes that are hot specifically addressed herein. CREEL{ TECHNICAL SERVICES, LLC INSTALLATION Ellie GlassSealO Basic Wind Speed (Vwo: Frederick, Joplin & Basic Wind Speed (Vwdy Tuscaloosa) Deck (HVHZ): A . ' . Glass -Seal Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Undertayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max.150 mph In accordance with FBC requirements; Solidly sheathed min. 19132' in.' plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 In. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with F6C requirements. Refer to the manufacturer's application instructions when Installing shingles at slopes greater than 21:12. Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nall - Pattern" detailed below. Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either °4 Nail Pattern' detailed b" or'6 Nail Patteelow. 7ff 5.1/8" Butt fte Figure 1. Elite Glass -Seal & Glass=Seal 4 Nail Pattem (Non-HVHZ only) IU LIZ-] MV MIS" Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattem T612150012 FL18355-R2 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not speGficelty. eddressed herein. CREEK TECHNICAL SERVICES, LLC Heritages Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) 8 Heritage® Premium Dallas, Frederick Phillipsburg & Tuscaloosa) Heritage® Woodgate Dallas & Frederick) 6- Basic Wind Speed (Vto). Basic Wind Speed (Vaw): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAt41KO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max.150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction: Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC•reguiremertts. 2.12 and in accordance with FBC requirements. Refer to the manufacturers application Instructions when Installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturers published Installation instructions. Shingles shall be attached using '6 Nail Pattern" detailed below. Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturers published Installation instructions. Shingles shall be attached using either *4 Nail Pattern" or '6 Nail Pattern' detailed below. FASTENERS NAIL ZONE OOMMON BOND EXPOSURE 6-6ff V -- 12-1/2" 12-3/8" Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON BOND EXPOSURE 6-5W 14 1 - 4 ° Figure 4. Heritage® & Heritage® Premium' 6 Nail Pattern TBP.15001.2 FL18355-R2 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-& The manutahturer'shall notify CREEK Technical Services, LLC of any.product changes or Quality assurance Changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not sperAcally addressed herein. CREEK TECHNICAL SERVICES, LLC T. 12-IW Figure 5. Heritage® Woodgate 6 Nail Pattem FASTENERS 12-1 TAMKO BUILDING PRODUCTS Asphalt Shingles Common Bond f L Figure 6. Heritage0, Heritage® Premium, & Heritage® Woodgate Alternate 6 Nall Pattern LOCATION Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nail pattems from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP151101.2 FL18355-R2 Pages of 11 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of arty product changes or quality assurance changes throughout the duration for which this report is valid. This evatuatlori report does not Wgress nor Imply warranty, Installation, recommended use, or other product attributes that are not speciflcelly addressed herein. CREEK TANIKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage® Premium . Basic Wind Speed (V,n): Max. 194 mph Frederick) Basic Wind Speed (Vad): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Undedayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installation (HVHZ): Installed with 5 In. exposure in accordance with RAS 115 and manufacturers published installation Instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installation, (Non-HVHZ). Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either 04 Nail Pattern' or'6 Nail Pattern' detailed below. NAIL ZONE/ COMMON BOND o 110 12" 11 "--li 1"10 Figure S. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ COMMON BOND EMSURE So 1 --10 Figure 9. Heritage® Premium (Frederick) 6,14611 Pattern TBP15001.2 FL18355-R2 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for wblch this report Is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other product attrlbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC HerhageO-Woodgate Basic Wind Speed (V,a): Frederick) Basic Wind Speed (Vwd): Deck (Non-HVHZ): Underteyment: Min. slope: Installation (Non-HVHZ): TAMtO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max.150 mph In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 In. OSB existing construction. In accordance with FBC requirements. 2:12 and In accordance with FBC' requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater then 21:12, Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation Instructions. Shingles shall be attached using either 4 Nall Pattern' or'6 Nail Pattern' detailed below. IT EVOsuRE W JL 1"-4 h— 11" —--y2,Vr—+-- 11" — -1" Figure 10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) S. Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattem ZONFJ VON BOND MAIL20NFJ BOND TBP15001.2 FL18355-R2 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Instailallon, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Hertage® Vintage® Basic Wind Speed (V, ): Phillipsburg) Basic Wind Speed (Vud): Deck (HVHZ): Deck (Non-WHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. ISM in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 In. OSB existing construction. In accordance with FBC• requirements. 212 and In accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 In. exposure In accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using '`6 Nail Patterh* detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either'S Nall Patter` or `6 Nail Patter' detailed below. Kpowim Figure 12. Heritage® Vintage® 5 Nall Pattem (non-HVHZ only) Figure 13. Heritage® Vintage® 6 Nall Patter TBP150012 FL18355-R2 Page 8 of 11 This evaluation. report rs.provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shag notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration.for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specihcaily addressed herein. CREEK TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V,a): Frederick Joplin) Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment Min. slope. - Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max.150 mph In accordance with FBC;requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 In. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing constriction. In accordance with FBC,requirements. 2:12 and In accordance with FBC requirements. Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturers published Installation instructions. The direction of the exposed end shall be away from the prevailing. wind. Directionof prevailing wind rnl 5-118" exposure Figure-1 5r1. 0 1•r Fastener Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.2 FL18355-R2 locposure of 11 This evaluation report is provided for State of Florida product approval under Rule 61 OW-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the. duration for which this report is Vaud. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. EEKTAMKO BUILD INGDING PRODUCTS0ItAsphakShingles TECHNICAL sERYICEs, LLC Vintage® Hip & Ridge Basic Wind Speed (V,dr): Max 194 mph Phillipsburg) Basic Wind Speed (Vnd): Max 150 mph Deck (HVHZ): In accordance with FBC_requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Undedayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published Installation Instructions. The direction of the exposed end shall be away from the prevailing wind. Direalon -of pirwailing wind rn1 exposure Figure 1 1" 49tener r 5-1/2" Figure 2 a__ cApvsures r-rgure o Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.2 FL18355-R2 Page 10 of 11 This evaluation report is provided for State of. Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of arry product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor- Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure 8 8 C with a building mean roof height of 33- t or less. 5) Deck substrates shall be dean, dry, and free from any irregularities and debris. All fasteners In the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application Instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed In this report shall be manufactured under a quality assurance program In compliance with Rule 61G20.3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R Priest, P.E. have demonstrated compliance with the Florida Building Code 5m Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. GaPp.. .. 2015.12.14 No 74021 = ' 13:44:19 05,001 A STATE OF T'•.A- O V. ':` Zachary R Priest, P.E. Floridaoo21 Organization No ANE9641A-ENs,Ol U I CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a finandal interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services. LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Prtest. P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in Qhe approval process of the producL END OF REPORT TBP15001. 2 FL78355-R2 Page 11 of 11 This evaluation report Is provided for State of Florida product approval under Rule 81 GM-& The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not spect ically addressed herein. Florida Building Code Online Pagel• FW4 repAj-,t5jf BOS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Fads Publications FOC Staff I r..' _ ' _ . M,._ a' W Ri hVli K•0.90R1 r7. BaS Site Mop L I 6 Product ApprovalProtessi9.1wal t.ma.: `eon;y r,•; Ir.rLar. *( USER: Public User Regulation ProducApproval Menu > Product FL x FL15067-R3 h G ApplicationTypeRevisionIJEIVED Code Version 2014 uiv 1 i 2016 ApplicationStatusApprovedBY: CommentsArchived 3 Product Manufacturer Mid -States Asphalt & Cant Strip, Inc. Address/ Phone/Email 1637 51st Avenue Tuscaloosa, AL 35401 205) 345-6634 eric@msaroof. com Authorized Signature Eric Bailey eric@msaroof. com v 1 DiNG Technical Representative Eric Bailey SANFORD Address/Phone/Email 1637 51st Avenue Tuscaloosa, AL 35401 O FP6205) 345-6634 AR_V eric@msaroof.com 1 _ 1 O 2 8 1 QualityAssurance Representative Eric Bailey Address/Phone/ Email 1637 51st Avenue Tuscaloosa, AL 35401 205)345- 6634 eric@msaroof.wm Category Roofing OCT'::' —_b•GZ 9 Subcategory Underlayments P Compliance Method Evaluation Report from a Florida Registered Architect or a Ucen Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/28/2018 Validated By Locke Bowden 9 Validation Checklist - Hardcopy Received Certificate of Independence FL15067 R3 COI MSA14002 2 2014 FBC Evaluation Report Mc Underlavments- FINAL. Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D 3909 1997 ASTM D 6757 2007 ASTM D226 2006 ASTM D2626 2004 ASTM D3909 2004 https://www. floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtD... 11/13/2015 Florida Building Code Online ASTM D4869 y Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/28/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/07/2015 Date Approved 20/16/2015 Summarw of Penduete Page 2 of 3 2005 FL V Model, Number or Name Description 15067.1 Arrow 43# Organic Base Sheet ASTM D 2626 Organic Base Sheet Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15067 R3 II MSA14002,2 2014 FBC Evaluation I Underfavments- FINAL.Ddf Impact Resistant: N/A Verified By: PRI Constructlon Materials Technologle: Design Pressure: N/A Other: See evaluation report for limits of use. Created by Independent Third Party: No Evaluation Reports FLIS067 R3 AE MSA14002.2 2014 FBC Evaluation Underlavments- FINAL.Ddf Created by Independent Third Party: Yes 15067.2 MSA ASTM D-226 15# ASTM D 226 Type 1 Saturated Organic Felt Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS067 R3 II MSA14002.2 2014 FBC Evaluation I Underlavments- FINAL.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: PRI Construction Materials Technologle Design Pressure: N/A Created by Independent Third Party: No Other: See evaluation report for limits of use. Evaluation Reports FLIS067 R3 AE MSA14002.2 2014 FBC Evaluation Underiavments- FINAL.Ddf Created by Independent Third Party: Yes 15067.3 MSA ASTM D-226 30# ASTM D-226 Type II Saturated Organic Felt Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLIS067 R3 11 MSA14002.2 2014 FBC Evaluation I Undedavments- FINAL.Ddf Impact Resistant: N/A Verified By: PRI Construction Materials Technologle: Design Pressure: N/A Created by Independent Third Party: No Other. See evaluation report for limits of use. Evaluation Reports FL15067 R3 AE MSA14002.2 2014 FBC Evaluation Underlavments- FINAL.Ddf Created by Independent Third Party: Yes 25067.4 MSA MSR ASTM D 3909 Asphalt Roll Roofing Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLIS067 R3 Ii MSA14002.2 2014 FBC Evaluation I Underlavments- FINAL.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: No Other: See evaluation report for limits of use. Evaluation Reports FL15067 R3 AE MSA14002.2 2014 FBC Evaluation Underlavments- FINAL.Ddf Created by Independent Third Party: Yes 15067.5 MSA The Grid ASTM D 6757 Saturated Felt Limitsof Use Installation Instructions Approved for use in HVHZ: No FLIS067 R3 II MSA14002.2 2014 FBC Evaluation 1 Undedavments- FINAL.Ddf ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: PRI Construction Materials Technologies Created by Independent Third Party: Yes https:// www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtD... 11/13/2015 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Evaluation Reports Other: See evaluation report for limits of use. FL15067 R3 AE MSA14002 2 2014 FBC Evaluation Underlavments- FINAL.Ddf Created by Independent Third Party: Yes 15067.6 MSA UL 15* ASTM D 226 Type I Saturated Organic Felt Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL15067 R3 11 MSA14002 2 2014 FBC Evaluation I Underlavments- FINAL.odf Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Verified By: PRI Construction Materials Technologies Created by Independent Third Party: No Evaluation Reports FL15067 R3 AE MSA14002 2 2024 FBC Evaluation Undedavments- FINAL.odf Created by Independent Third Party: Yes 25067.7 MSA UL 30* ASTM D 226 Type II Saturated Organic Felt Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. FL15067 R3 11 MSA14002.2 2014 FBC Evaluation I Underlavments- FINAL.odf Verified By: PRI Construction Materials Technologies Created by Independent Third Party: No Evaluation Reports FLIS067 R3 AE MSA14002 2 2014 FBC Evaluation Undedayments- FINAL.Ddf Created by Independent Third Party: Yes 15067.8 MSA Z30 ASTM D4869 Type II Saturated Organic Felt Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLIS067 R3 II MSA14002 2 2014 FBC Evaluation I Underlavments- FINAL.Ddf Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Verified By: PRI Construction Materials Technologle! Created by Independent Third Party: No Evaluation Reports FLIS067 R3 AE MSA140D2 2 2014 F8C Evaluation Underlavments- FINAL.Ddf Created by Independent Third Party: Yes 6adc Next The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: B W Under Florida law, email addresses are public records. H you do not want your e-mail address released In response to a public -records reques electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.13E Section 455.275(1), Florida Statutes, effective October 1, 2022, licensees licensed under Chapter 455, F.S. must provide the Department % address If they have one. The emalts provided may be used for official communication with the licensee. However email addresses are public n not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To de are a licensee under Chapter 455, F.S., please dick &ZL. Product Approval Accepts: W19imOR® https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtD... 11/13/2015 Certificate of Authorization No. 29824CREEK17520Edinburgh4r Tampa, FL 33641 TECHNICAL SERVICES, LLC j813) 480-3421 EVALUATION REPORT 2014 FLORIDA BUILDING CODE Manufacturer. MID -STATES ASPHALT AND CANT STRIP, INC. Issued August 27, 2015 1637 51" Street Tuscaloosa, AL 35401 800) 489-2391 htto;flwww.midstatesasohalt.com Manufacturing Plants: Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Undertaymobts; Code Sections: 15072.3, 1507.2.8, 15072.92, 1507.3.3,1507A.5,1507A.5.2, 1507.5.3, •1507.5.32, 1507.6.3, 1507.6.3.2, 1607.6.5, 1507.7.3, 1507.7.3.2,1507.8.3, 1607.8.3.2, T1507.8, 1507.9.3, 1507.9.3.2, 1607.9.5 Properties:. ......... ....: Physical.properties.......... REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST6049) BWR-502-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) BW R-503-02-01 ASTM I) 226 2006 PRI Construction Materials Technologies (rSTMX9) 13WR-504-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) SWR-509.02-01 ASTM D 2626 2004 PRI Construction Materials Technologies (rST&M9) BWR-639-02-01 ASTM D 3909 1991b (2004)c' PRI Construction Materials Technologies (TST6049) MSA-009-02-01 ASTM D 6757 2007 PRODUCT DESCRIPTION AND APPLICATION MSA MSR MSA MSR is an ASTM D 3909 asphalt roll roofing product surfaced with miner8l granules for use as a valley liner in asphalt shingle roof systems.. . MSA.ASTM D 226159 MSA A$TM D-226.#15 Is an ASTM D 226, Type I asphalt sdt fated organic felt underlaymerit. MSA UL 15# MSA UL #15 is an ASTM D 226, Type I asphalt saturated organic felt underlayment. MSA ASTM D 226 300 MSA ASTM D-226 #30 is an. ASTM D 226, Type 11 asphalt saturated organic felt undedaynient. MSA UL 30# MSA UL #30 is an ASTM D 226, Type II asphalt saturated organic felt underlayment MSA Z-30 MSA Z-30 is an ASTM.D 4869. Type II asphalt saturated organic felt undertayment Arnow 43# Organic Arrow 43# Organic Base Sheet is an ASTM D 2626 asphalt saturated and coated, Base Sheet non -perforated, organic felt undedayment used in low slop applications. MSA The Grid MSA The Grid Is an ASTM D 6757 saturated felt undedayment with woven glass fiber reinforcement. MSA14002.2 FL15057-R3 Page 1 of 3 This evaluation report is provided for State of Florida p udbct approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance charges throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product ettrttiutes that are not specifically Addressed herein. R it MID -STATES ASPHALT AND CANT STRIP, INC. I1 UndeHayments TECHNICAL SERVICES, LLC Deck Type: The roof deck shag be constructed of closely tilted sheathing for new or etasting construction. The deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than'/e gap at abutting Joints.. Min, slope: in accordance with the applicable FBC section. Attachment method: In accordance with the. requirements of applicable FBC sections and the current published manulactEldrig Instructions: A116vmbla Roof Cnverinns_ Metal Roof Mineral- Wood Clay and Asphalt . Panels and Surfaced ' Shingles Slate Conciete Shingles Shingles Roll Roofing and Shakes Shingle Tile MSA MSR Y' N Y N N N MSA ASTM D M 150 Y Y Y Y Y N MSA UL 150 Y Y Y Y Y N MSA ASTM D Y Y Y Y Y Y226,30ai? MSA UL 309 Y Y Y Y Y Y MSA Z-30 Y Y Y Y Y N Aitow 430 Organic Base N N N N N Y Sheet MSA The Grid Y Y Y N Y N nuruu; 11 vpan vaney appnsaouns per iaur.z.Y z LIMITATIONS 1) This evaluation report Is not use in the HVHZ. 2) Fire Classt-ication is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) Installation of the evaluated product shall'comply with this report, the FBC, and. the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shag prevail. 5) Deck substrates shall .be dean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to undedayment application. 6) All undedayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped In success courses installed up the deck In a manner that effectively sheds water from the deck. End laps shall be staggered between courses In accordance with the manufacturers application instructions. 7) Underiayments may be used as described In other current FBC product approval documents. 8) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underiayment to the roof deck. g) All products listed In this report shall be manufactured under a quality assurance program In compliance with Rule 61G2D-3. MSA7.4002.2 FL15067-R3 Page 2 of 3 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Techrlical Services, LLC of any product changes or quality assurance changes throughout the duratign for which this report Is valid. This evaluation report does not w9ress nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK MIDSTATES ASPHALT AND CANT STRIP, INC. Underlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. aY R. P ,; 2015.08.27GEN45- No 74021 . 16:0242 04'00' STATE OF 0•. P • Zachary R. Priest, P.E. 0 •. <•O R 1 p•.%,. Florida Registration No. 74021 f4SIONA' `E Organization No. ANE9541 CERTIFICATION OF INDEPENDENCE CREEK TechhW Services,\ LLC does not have; nor will ft"adgirlie,'a finbndW interest in any obriipany manurad&iing or distribiitirig products under this gveluaQon. CREEK Technical Services, LLC is not owned, operated, Or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a finanaal interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved In the approval process of the product: END OF REPORT MSAWD2.2 FL15067-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. R905.2.7 Underlayment application. Underlayment shall be installed using one of the following methods: 1. For roof slopes from two units vertical in 12 units horizontal (17-percent slope), and less than four units vertical in 12 units horizontal (33-percent slope). Underlayment shall comply with ASTM D 226, Type I or Type II or ASTM D 4869, Type 11 or Type IV or ASTM D 6757 and shall be two layers applied in the following manner. Apply a 19-inch (483 mm) strip of underlayment felt parallel to and starting at the eaves, fastened sufficiently to hold in place. Starting at the eave, apply 36-inch-wide 914 mm) sheets of undedayment, overlapping successive sheets 19 inches (483 mm), and fastened with a 1-inch (25 mm) round plastic cap, metal cap nails or nails and tin -tabs attached to a nailable deck with one row in the field of the sheet with a maximum fastener spacing of 12 inches (305 mm) o.c , and one row at the overlaps fastened 6 inches (152 mm) o.c. Synthetic underlayment shall be fastened in accordance with this section and the manufacturer's recommendations. 2. For roof slopes of four units vertical in 12 units horizontal (33-percent slope) or greater. Underlayment shall comply with ASTM D 226, Type 11 or ASTM D 4869, Type IV or ASTM D 6757 and shall be one layer applied in the following manner. Underlayment shall be applied shingle fashion, parallel to and starting from the eave and lapped 2 inches (51 mm), fastened with 1-inch (25 mm) round plastic cap, metal cap nails or nails and tin -tabs attached to a nailable deck with two staggered rows in the field of the sheet with a maximum fastener spacing of 12 inches (305 mm) o.c.' and one'row at the'•overlaps fastened 6 inches (152 nim) b.b. Synthetic underlayment shall be fastened in accordance with this section and the manufacturer's recommendations End laps shall be offset by 6 feet (1829 mm). 3. As an alternative, the entire roof deck shall be covered with an approved self -adhering polymer modified bitumen sheet meeting ASTM D 1970 or an approved self -adhering synthetic underlayment installed in accordance with the manufacturer's installation instructions. W Florida Building Code Online Pagel of 2 FL Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence . Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL2075-R7 Affirmation 2014 Approved U Florida Metal Products Inc. 6940 Stuart Ave Jacksonville, FL 32254 904)783-8400 dark®flamco.com Clark Jones cark@flamco.com darkjones pobox 6310 Jacksonville, FL 32236 904) 783-8400 dark@flamco. com dark Jones pobox 6310 Jacksonville, FL 32236 904)783- 8400 cark®fiamco. com 16. 1028 Roofing Roofing Accessories that are an Integral Part of the Roofing System Evaluation Report from a Product Evaluation Entity Miami -Dade BCCO - EVIL Miami -Dade BCCO - QUA 01/31/ 2018 Miami -Dade BCCO - VAL sum"Id TAS 200 ( A) Year 1995 E! I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http://www. floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGIWOugHV... 1/22/2016 Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity Oyes ONO UN/A Product Approval Method Method 1 Option C Date Submitted 02/27/2015 Date Validated 02/27/2015 Date Pending FBC Approval Date Approved 03/09/2015 Summary of Products FL # Model, Number or Name Description 2075.1 RV30 RV10 AWMINUM RIDGE VENT Umits of Use Approved for use in HVHZ: Yes Installation Instructions FL2075 R7 11 rv10 noa 12-0810-08 exp 1-31-18 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: odf Verified By: Miami -Dade BCCO - EVL Created by Independent Third Party: Evaluation Reports FL2075 R7 AE rv10 noa 12-0820-08 exo 1-31-18 odf Neat Coptalt Us :: 19!0 North Monroe SPhone: 115"97-192e The State of Florida Is on ArVEEO employer. ComrAeht 2007-2013 State of Florida. •: privacy Statement :: ACM551bgltv State=nt :: Under Florida law, vnall addresses are public records. V you do not want your e•mall address released In response to PUN _records request, do not send section a5 electronicma0 to this entity. Italead, contact the Mica by phone or by trsditlwral mall. If you have any VuaUorts, please contact 950.ee7.3395. pursuant to 5275(1), Florida SbtuOes, eRactive October 1, 2012, Il 0=11s licensed under Chapter e55, F.S. must provide the Department with an email address 0 theyhaveone. The ematts provided may be used for o10W1 communhatlon with the keraee. However email addresses are public record. V you do not wish ta supplyapersonaladdress, please provide the Deparbnent with an email address whhA can be made available to the public. To determbre Ir you area lkvme under Chapter455, F.S., please CM* UM. Product Approval Aoupbr CreditSArFE http:// www.floridabuilding.oriz/n 1/22/2016 MAW 9.1•n MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strut, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldadeeov/economV' Florida Metal Products Inc. P.O. Box 6310 Jacksonville, FL 32236-6310 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: RV10 Aluminum Ridge Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade'County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 08-061 ] .10 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. C NOA No.: 12-0810.08 Expiration Date: 0151/18 Approval Date: 01/17/13Aq. Page I of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Dimensions Test Product Specification Description RV10 Aluminum Ridge Vls" x 10'-0" TAS 100(A) Ridge ventilation system Vent MANUFACTURING LOCATION 1. Jacksonville, FL. EVIDENCE SUBMITTED Test ALyencv/Identifier Name Report Date Center for Applied Engineering, Inc. MTS 257414a TAS 100(A) September, 1995 PRI Construction Materials Technologies, LLC FMP-003-02-01 TAS 100(A) 02/12/08 NOA No.:12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 2 of 4 APPROVED APPLICATIONS Tradename: RV 10 Aluminum Ridge Vent System Type: Mechanical attachment of ridge vent system over asphalt composition shingles. Cutout: Truss Construction: Cut shall be 2" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Ridge Pole Construction: Cut shall be 3 '/4" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Installation: Install end plug on the end of the vent sealed with 100% silicone sealant. RV 10 Aluminum Ridge Vent shall be 4" longer than ventilation slot as to provide a base for the end plug. Apply'/4" wide bead of 100% silicone sealant caulk to the bottom flange of the RV 10 Aluminum Ridge Vent sections close to where roof hole will be after vent is installed. Align end of first section on the end marks and the bottom of the nailing flange on the chalk line (4" down on both side of the ridge peak.) Nail the RV 10 Aluminum Ridge Vent in place using 1'/2" aluminum ring shank roofing nails 6" o.c., with the first nail 1'/V to 2" form the vent end. All nail heads and vent section joints shall be sealed with 100% silicone sealant. Install Florida Metal Products, Inc. High Wind Straps over each end -of ridge vent, all connections between sections, and at a maximum of 3 ft. intervals over the remainder of the vent using four 1-1'/: " aluminum ring shank roofing nails per strap Ridge Shingle: None Ventilation Refer to manufacturers published literature. Calculations: GENERAL UmTATIONS: 1. RV 10 Aluminum Ridge Vent shall not be installed on roof mean heights greater than 33 feet. 2. RV 10 Aluminum Ridge Vent shall comply with applicable Building Code. 3. RV 10 Aluminum Ridge Vent shall not be installed in conjunction with Gable vents. 4. Refer to applicable Building Code required ventilation. S. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MAMMADE COUNTY MIAMFDADE COUNTY NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 3 of 4 DETAIL DRAWINGS 5-3/4" b M 1-1/2" 7-5/8" RV10 ALUMINUM RIDGE VENT END OF THIS ACCEPTANCE MIAMFWIDE CGUNTY NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 4 of 4