The URL can be used to link to this page

1401 Mara Ct 14-1595; ADDITIOND CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 Documented Construction Value: $ JobAddress: 1401 A4444 :/ Historic District: Yes 0 Nola Parcel ID: ' / - 15 70 Zoning: Description of Work. Plan Review Contact Person: Title: Phone: L, Fax: YE7- E-mail: Property Owner Information Name nln1 Phone: Street: 1401 Aq'c'q Resident of property? City, State Zip: !56A)&ZW Contractor Information Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Building Permit 0 Square Footage: '70('0 No. of Dwelling Units: Electrical 0 New Service — No. of AMPS: Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: - No. of Stories: Flood Zone: X - CE k7k-i +i E'Z> Mechanical 0 (Duct layout required for new systems) Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a pen -nit 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. 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. 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. 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 pennits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pen -nit 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. I t Owner/AgZ nT t Date Signature of Contractor/Agent Date Agent's Name Date W98 -0, '14, of L Florida i 7812 ' 128378 Xpjr( Sept 7 ,Vy Comm expires Sept 7 2015 Owner/Agent is - Personally Known to Me or Produced ID - Type of ID APPROVALS: ZONING TILITIES: ENGINEERING: V-CC- fDh(4- FIRE: I I X*=1W1 Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is ___ Personally Known to Me or Produced ID __ Type of ID WASTE WATER: BUILDING: 1-4- Rev 11.08 A \: k "CIS INSTRUMENT PREP ED BY. N€e: V r f' L t,t Etc. N Address: NOTICE OF COMMENCEMENT State of Florida County of Seminole l Permit Number: ( I Parcel ID Number: MARYANNE MORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT d COMPTROLLER BK 08275 Pg 1686; (ipg) CLERKI S N 20I4063195 RECORDED 06/10/2014 11t51t13 AM RECORDING FEES 10.00 RECORDED BY H DeVore 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. DE CRIPTION OF PROPERTY: (L al description of the property and street address if available) J—A Ct c L' GENERAL DESCRIPTION OF IMPROVEMENT: OWNER I F ATION: Address: Fee Simple Title Holder (if other than owner) Na Address: CONTRACTOR. Name: Li ko Address: _poi t f C'_-,- Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. m To receive a copy of the Lienor's Notice as Provided in 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. Under pena ies of perjury, I declar t I have read the foregoing and that the facts stated in it are true to the best f my knowledge a bel' Z., r Owner's Sigma re Owner's Printed The own/# 46e Florida Statute 713.73{t}(g}: er must sign the sties of commencement and no one else may be permitted to sign in his or her stead.' State of ^ G?t` A 0 County of The foregoing instrument was acknowledged before me this C l` l day of 2Q b ;t Nil _ _ 0. l 'tom?{( W iA%F y rnowny Name of person making statement NWuX PuDiie • State Of FialM OR who has produced identificatior e of identification produced: tEatTwocs t t Commission it FF 071760 F.F'` BorMed Thrnuph Mtitianal Natary Assn. RK +tt t Ri` tt rl":' 4 tt<1ti A €f I Notary Signature ay i 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. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on 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 I 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. I understand that I 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 I employ have the licenses required by law and by city ordinance. I 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. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation r the employee. I understand that my failure to follow these laws may subject me to serious financial roisk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will 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 zoninreVlations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address JAI— listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I 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. i2 Property Address: Lt_ and capable of performing conditions specified above, of Owner-Bui Form of Identification tr:, Ot- , do hereby state that I am qualified t construction involved with the permit application filed and agree to the Must be Photo ID) Date IN i - Z/_ 14 - A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding I 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 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 14-1595 Date: 0512912014 Contact Person: Turner Clayton, Jr Contact Phone Number: 407-323-6306 Contact Fax Number: 407-324-0514 Contact E-mail Address: cancer5@prodigy.net Project Description: Residential Addition Job Address: 1401 Mara Court 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 seat must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. 1. The "Owner/Agent" is required to sign and date all copies of the Energy Calculations FBC 107 2. The EPL card located within the Energy Cale's is required to be filled out. FBC 107 3. The submitted plans indicate a new HVAC system for the addition, however it appears the energy calculations and duct layout were designed off the existing HVAC system. Please verify that the energy calculations are designed off the new HVAC system. Also, please submit an accurate duct layout that reflects tying the new supply lines for the addition to the new HVAC system. If the builder does not intend to install a new HVAC system, please revise the plans accordingly. FBC 107 4. Please provide two copies of a plumbing drain, waste and vent riser diagram to include all plumbing fixtures, pipe sizes and venting requirements. This riser diagram may be hand drawn, on an 8.5"x I I" sheet of paper and does not have to be signed and sealed. FBC 107 5. Please provide two (2) copies of Florida Product Approval and the manufacturer's installation instructions for the following products: windows, door, roofing materials, roof vent and siding. FBC 107, FS 553.842, FAC61G20-3 6. Please provide two (2) copies of completed and signed Statewide Product Approval Specification Form and include the following products: windows, door, roofing materials, roof vent and siding. Please see the attached blank form for your use. FBC 107, FS 553.842, FAC61G20-3 7. The building plans are designed for Exposure C. The trusses have been designed for Exposure B. Please revise so,that the trusses meet the same design as the building plans. FBC 107 8.The Truss lD`monthe plans donot match the truss layout provided bvthe truss Please revise the plans tomatch the truss engineering layout. FRC|07 9. The plans indicate cathedral ceilings inthe new addition. The trusses have been designed with aflat bottom chord. Please clarify and either noviyc trusses to achieve ocu1hedru\ ceiling or remove the designations ofcathedral ceilings from the building plans. FBC|07 U. Note #6 on Sheet indicates the stab to have minimum 3000 psi compressive o{zenQ\h while the Foundation plan and detail \/ohce\2 indicate minimum 2500 psi. Please revise aonecessary. F8C|07 Please provide an engineered method of attaching the new A/C condenser to the concrete pad that will meet wind loads as required by FBCR Mi3O7.2.|. FBC|07 12. Sheet 2"Typical Wall Sectional" calls for MTSM 16 to be used for a missing lintel strap while Sheet 5 Connector Legend calls for BTSM1i6. Please clarify and revise. FBC|07 3.The New Rear Elevation ooSheet 4does not show the new A/C condenser. Please revise FBCiO7 14. Please put a note on the plans that states the new attic access is required to be weather-stripped and insulated umrequired hvFlorida Energy Code section 402.24 F8C|07 Any error momission inthis plan review shall not beconstrued Ngrant approval ofany violation ofany of Please direct any questions you may have to Steve Fiorey at 407-688- 5065 or by E-mail at Respectfully, StnvoB orey Residential Plans Examiner 2- Statewide Product Approval Specification I Project Type Project Location Address Contractor Name Permit # License # Lot # 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 wwwflc)ridabi,z-i,-Idi,g.oig. Category / Subcategory Manufacturer Product Approval Vs Description 1. Exterior Doors a. Swinging b. Sliding c. Sectional d. Roll Up e. Automatic f. Other 2. Windows a. Single Hung b. Horizontal Slider c. Casement d. Double Hung e. Fixed f. Awning g. Pass Through h. Projected i. Mullions j. Wind Breaker k. Dual Action 1. Other 3. Panel Walls a. Siding b. Soffits February 2009 Category / Subcategory Manufacturer Product Approval #'s Description d. Storefronts e. Curtain Walls f. Wall Louver g . Glass block h. Membrane i. Greenhouse Panels k. Other 4. Roofing Products a. Asphalt Shingles b. Underlayments c. Roofing Fasteners d. Nonstructural Metal Roofing e. Wood Shakes and Shingles f . Roofing tiles g. Roofing Insulation h. Waterproofing i. Built up roofing System j. Modified Bitumen k. Single Ply Roof Systems 1. Roofing slate m. Cements/ Adhesives Coating n. Liquid Applied Roofing Systems o. Roof Tile adhesive p. Spray Applied Polyurethane Roofing Panels r. Roof Vents s. Other 5. Shutters a. Accordion b. Bahama Frhroury2U09 Category / Subcategory Manufacturer Product Approval Vs Description d. Colonial e. Roll. up f. Equipment g. Other 6. Skylights a. Skylights b. Other 7. Structural Components a. Wood Connectors Anchors b. Truss Plates c. Engineered Lumber d. Railing e. Coolers/Freezers f. Concrete Admixtures g. Precast Lintels h. Insulation Forms i. Plastics j. Deck / Roof k. Wall- 1. Prefab Sheds m. Other 8. New Exterior Envelope Products a. b. C. d. e. f. Applicant's Signature Applicant's Name Please Print) February 2009 CITY OF SANFORD Phone: 407-688-5150 BUILDING & FIRE PREVENTION DIV. Fax: 407-688-5152 P 0 BOX 1788 SANFORD, FL 32772 L 0tMA To: Turner Clayton, Jr. From: Steve Fiorey Fax: 407.324.0514 Pages: 6 Phone: 407.323.6306 Date: May 29, 2014 Re: Plan Review Comments CC: El Urgent 0 For Review 0 Please Comment Please Reply Please Recycle R414 1877— City of Sanford Planning and Development Services Engineering - Floodplain Management Flood Zone Determination Request Form Name'. C L_ r-,t{ 701,) 4 J of Firm: Q UJ L) Address: City: State: Zip Code: '327-7( Phone: 40-) Fax: qp-7-3ze,:QStj Email: C&OLETZ-,5L Pe001(,!e, otl Property Address: t 4c) k v--t czt\- ua-T Property Owner: t U Q 0 C Q C L 4 02- Parcel identification Number: -3 - 1c1 - -5 k - 50'5 - 000 0 - I'S 70 Phone Number: 401 - 3 7-3 - 6 30(o Email: Cr,\OckIL4S( eg40i&(- -FT The reason for the flood plain determination is: F-1 New structure E] Existing Structure (pre-2007 FIRM adoption) M Expansion/Addition El 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) OFFICIAL USE ONLY Flood Zone: Base Flood Elevation: Datum: FIRM Panel Number: k-Z0ZCt4c 00-70 Map Date: :Dt Z-2-3 The referenced Flood Insurance Rate Map indicates the following: 0 The parcel is in the: 0 floodplain F-1 floodway F-1 A portion of the parcel is in the: F-1 floodplain F-1 floodway The parcel is not in the: N floodplain 0 floodway The structure is in the: floodplain F-1 floodway The structure is not in the: N floodplain F-J floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: 131> A 14 -1595 Reviewed by: Date: j Z-7 - 7-0( T:\Engr-Files\Elevation CertificateTtood Zone Determination Request Form.doc City of Sanford D) Residential Permit Application Guidelines V 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: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. FJ Ni 4 Completed and signed Right -of -Way Utilization Type I Permit Application. 11 AM Copy of the contractor's I icense issued by the State of Florida (if contractor is applicant). 11 IWI 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 pen it application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). F-1 V1Jj Approval letter from sanitary sewer provider (if other than the City of Sanford). 0 ,il) Copy of the onsite sewage disposal system construction pen -nit issued by Seminole County Health Department (if applicable). 11 ViA Seminole County Impact Fee Statement (multi-fannily only). F1 N114 Five (5) sets signed and sealed building construction plans. E7r Two (2) signed and sealed site / plot plans. V Two (2) sets signed and sealed floor and roof truss engineering. 40 Two (2) copies of completed and signed Statewide Product Approval Specification Form, Two (2) copies of the manufacturers installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. A, Two (2) copies of completed and signed energy and equipment sizing calculations. THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN / PLOT PLAN Lot number Kr Address / Legal Description Pr Setback lines from principle structure and any accessory structures to property boundary (minimum of eight; two on each side) 11 i4- Primary building setback lines/envelope E] 01A A/C unit locations with setback from property line 0 Survey type VExisting casements: drainage, utility, etc. F1DIVA Building separations, if applicable 00A Location of septic systems 1---1 i,/4 Flood zone reflecting current FEMA map revision date El iv r) Lot grading type (A,B,C, etc.) R, Elevations showing crown of the adjacent street or fight -of -way upon which the structure fronts (for type A and B lots) C Lot comer elevations and break point elevations 0 Drainage swales (if applicable) with profile view Proposed finished floor elevation BUILDING PLAN 11 Pi" Construction documents shall indicate code edition being applied Revised, November-2013 Page 1 cif 5 Residential Permit Application Checklist U L'I Construction type 10, Plans to minimum 1/8" scale Designer information: name, address, registration #, seal and signature on all pages Page size minimum 22" x 34- All pages numbered and labeled Pe Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category 11 buildings (residential) Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary FLOOR PLAN W- Building area tabulation Lcr Room size 0 qA Corridors 1-1 Nj4 Stair location/guardrails Safety glass locations Egress door and emergency escape windows sizes and location L1 NIA Stairs construction requirements Special column/post anchorage V Interior load bearing wall locations El Shear walls L4 Down cells 11 Lintel schedule Attic access Accessibility restroom (door) location j4;! Fire resistant assemblies 44 Identify options to be used FOUNDATION / SLAB Filled cells with reinforcement locations Footer denotation/details Footers minimum 12" below grade F1 Interior bearing walls/pads F-] P". Porch pads/footers U P (1 Brick ledge detail vK Slab thickness/steel/fiber mesh F/ Vapor barrier/termite treatment type t,, 14' Reinforcing steel over lap i i Relieving arch steel at pipe penetrations E] i' A All wood rnininli-lin 6" above grade Crawl space ventilation Termite shields ELECTRICAL E-1 AA, Service riser diagram El A,! Electrical load calculations Revised: Noventher 2013 Page 2 ot'5 Residential Permit Application Checklist TA I Bonding/Grounding to foundation steel I -r- 0 Service location El ive", Panel locations V Receptacle lay out GFCI protection AFCI protection K Tamper resistant outlets Ceiling fans El M Outdoor receptacles D vA Disconnecting means V Switches/lights N/ Smoke/CO alarm locations hard wired, interconnected and battery backup ELEVATION (front, rear and side views) Attic ventilation Roof pitch Roofing material Til / I Exterior finish/stucco thickness V1 Height/bearing elevations V Window and door opening locations V Chimney location/height MECHANICAL KI- Equipment location Anchorage for condenser Protection in garage locations Clearances at equipment Structural detail for air handler in attic Room ventilation Duct layout (usually in energy calculations) R-value of ducts CFM's Balanced return/ducted, transfer ducts or grilles k"-' Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air 01 Energy calculations with equipment sizing calculations Ej t-A Skylights PLUMBING Ele,oA Plumbing waste riser diagram U Water heater location Fixture location FUEL GAS F] -VI-) BTUs each outlet and total BTUs 0 ov Pipe type and total length 0 AjA LP regulator and model type F] W4 Combustion air vents jvA Location of equipment 4 Venting LI il 1 Gas Type Revised: November 2013 Page 3 of 5 Residential Permit Application Checklist or 11 1) Gas Pressure 0 Ajp Gas piping riser ROO F TRUSS LAY OUT W" Truss 1. D. #s Layout Signed/Scaled truss engineering package Strapping/fasteners DETAIL SHEETS OR NOTES P- Footings Cl & Beam to wall and/or post attachments Li &Y-1 Post/column and beam construction Lj Interior bearing walls Stairs section 9, Chimney construction 0 'for, Donner construction I--] -/A Floor framing LY Entry construction El ,1 Arched windows U 4 Bay windows tj Frame to block connections Knee wall construction Cl k Sky light framing gv i.r Top plate splicing requirements Steel requirements (footer, lintel, vertical pour) 0 Grade Over lap Veneer U Shear wall locations and construction Connectors Fasteners V Roof sheathing & diaphragms Fasteners Blocking Wall and gable sheathing fastening Gable end, frame and block, vaulted and flat Conventionally framed roof members U Glass block EJ, Bearing opening strapping/anchorage F-1 Bearing/non-bearing wall detail Typical wall section detail, one and two story, block and frame, for all scenarios Connectors Anchorage bolts Materials and assembly 1AA Garage and swing door buck fastening Ceiling diaphragms 0 Blocking ta" I" Any conventional framing MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS Roofing installation instructions & compliance with ASTM standards Revised, November 2013 Page 4 ol'5 Residential Permit Application Checklist L3 W Window and mullion installation instructions D 4"A Garage door, sliding glass door and swing door installation instructions Ei Siding installation instructions vIP Soffit installation instructions NGlass block installation instructions 0 tks W Engineered lumber products installation instructions PRODUCT APPROVAL Completed Product Approval specification sheet 0 FS553.842,FAC6lG20-3 These gid(lelines were compiled to assist the applicant in preparing a residential permit application submittal and may not be complete. The applicant is required to meet all city qf*Sanford, state, and federal requirements. Revised: November 2013 Page 5 of Residential Permit Application Checklist ffC VE-1-5-1 FORM 405-10 RECORD COPY AUG 13 Z014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING • Florida Department of Business and Professional Regulation - Residential Performance Method Project Name. CLAYTON REMODEL REVISED Builder Name: OWNER/BUILDER street 1401 MARA COURT City, State, Zip: SANFORD, FL, 32771- Permit Offices: SA FORD Permit Numbe Owner, TURNER CLAYTON JR Jurisdiction: 691500 Design Location: FL, Sanford 1. New construction or existing Addition S. Wall Types (641.3 sqft-) Insulation Area 2, Single family or multiple family Single-family a, Concrete Stock - Int Insul, Exterior R=4 1 641,33 ftz 3. Number of units, If multiple family 1 b. NIA c, NIA R= ftz R= ft2 4. Number of Bedrooms(Bedrms in Addition) 1 (1) d. NfA R= ftz S. Is this a worst case? No 10. Ceiling Types (706.0 sqft,) Insulation Area a, Under Attic (Vented) R=30.0 706,00 ff 6. Conditioned floor area above grade (ftn 706 b, NIA R- ft, Conditioned floor area below grade 0 c, NiA R- ftz 11, Ducts R ft2 7 Windows(92,0 sqfQ Description Area a. Sup: Attic, Ret Main, AH: Main 6 171 a LI-Factor Dbl, U=0.54 92.00 ft-' SHCC_. SHGC-0.33 b. U-Factor^, N/A ft 12, Cooling systems kBtuihr Efficiency SHGC: a, Central Unit 41.0 SEER:15.00 c, U-FactorN/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency d, U-Factor. N/A W a. Electric Heat Pump 40.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0,1330 14, Hot water systems - None required 8, Floor Types (706,0 sqft.) Insulation Area a. Cap' N/A a. Stab -On -Grade Edge Insulation R=O.O 706,00 ft2 b. Conservation features EF: 2.97932E7 b, NIA R= f12 None c, NIA R= f? 15. Credits CF, Pstat Glass/ Floor Area: 0,130 Total Proposed Modified Loads: 12.12 PASS TotalStandardReferenceLoads: 16.88 1 hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with he Floriqa EVergy Code. specifications covered by this calculation indicates compliance the Florida Energy Code. o PREPARED with B7Y BY: Before construation is completed A DATE: this building will be inspected for c. compliance with Section 553,908 bt, 1 hereby certify that thnisijbDu'llding, as designed, is in.6ompliance Co a withtheFloridaEnergyCoa. EnergyFlorida Statutes. Op i1r7~ OWNER/ AAGENT:, BUILDING OFFICIAL: DATE.- DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified Ilactory-sealed In accordance with 403.2.2.1 1, Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4" 811212014 2:40 PM EnergyGaugeqD USA - FlaRes201 0 Section 405.4,1 Compliant Software I of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1401 MARA COURT, SANFORD, FL, 32771- I . Now construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 641,33 ft~ b, NIA R-- 3, Number of units, if multiple family I o. NIA R= 4, Number of Bedrooms 1 (1) d, NIA R= ft 5- Is this a worst case? NO 10, Coiling Types Insulation Area a. Under Attic (Vented) R=30,0 706,00 f? 6. Conditioned floor area (ft) 706 b- N/A R= ft2 7. Windows* Description Area c, N/A R= ft2 a. U-Factor: Dbl, U-0.54 92,00 fe 11. Ducts a, Sup: Attic, Ret: Main, AH: Main R ft2 6 171 SHGC: SHGC=0.33 b, U-Factor: N/A ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor N/A 9, Central Unit 41.0 SEER'15.00 SHGC: cl. U-Factor N/A ft2 13. Heating systems kBtu/hr EfficiencySHGC: Area Weighted Average Overhang Depth: 2.000 ft, a, Electric Heat Pump 40,0 HSPF:9,00 Area Weighted Average SHGC: 0,330 8. Floor Types Insulation Area 14. Hot water systems - None required a. Stab, -On -Grade Edge Insulation R=0.0 70e.00 ft" a. Cap: N/A b. NIA R= fe EF: c. NIA R= b, Conservation features None 15, Credits CF, 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. City/FL Zip: 01) W staff, C, 0 •"1 it I F, I outtaing 17ommlsstonT su 1=1 I I a 19! my EnergyGaugeO USA - RaRes201 0 Section 405.4,1 Compliant Software PROJECT Title: CLAYTON REMODEL REV[ Bedrooms: I Address Type: Street Address Building Type: User Conditioned Area: 706 Lot # Owner. TURNER CLAYTON JR Total Stories: I Biock/SubDivision: of Units: I Worst Case: No PlatBook: Builder Name: OWNER / BUILDER Rotate Angle: 0 Street- 1401 MARA COURT Permit Office" SANFORD Cross Ventilation: County- SEMINOLE Jurisdiction. 691500 Whole House Fan-, City, State, Zip: SANFORD, Family Type.- Single-family FL, 32771- New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Ternp Design Location TMY Site Zone 97.5% 2,5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDQ_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blocki 706 5648 SPACES Number Name Area Volume Kitchen Occupants Bedrooms fnfif ID Finished Cooled Heated 1 Main 706 5W No 2 1 1 Yes Yes Yes FLOORS v# Floor Type Space Perimeter R-Value Area Tile Wood Carpet I Slab -On -Grade Edge Insulatio Main 81 ft 0 706 W 0.2 0 0-8 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor, Tested Tested Insul. (deg) 1 Hip Composition shingles 765 ft2 0 fF Medium 0.85 No 0.9 No 0 22,6 ATTIC V# Type Ventilation Vent Ratio (I in) Area ReS IRCC I Full attic Vented 300 706 ft N N CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 7065 W 0,11 wood 811212014 2:40 PM EnergyGaugeg USA - FlaRes201 0 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Spacei Cavity Width Height Sheathing Framing Scalar Below Omt To Wall Type R-Value Ft in Ft In Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul Main 4.1 27 8 216.0 ft' 0 0.4 0 2 E Exterior Concrete Block - Ent Insul Main 4.1 26 2 8 209.3 ftx 0 0A 0 3 S Exterior Concrete Block - Int Insul Main 4.1 27 8 216,0 ft2 0 0.4 0 WINDOWS Orientation shown is the entered. Pro osed orientation.. Wall overhang if # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.54 0.33 15.0 ftg 2 ft 0 in 1 ft 4 in Drapesiblinds None 2 N 1 Vinyl Low-E Double Yes 0.54 0.33 15.0 ft2ft 0 in 1 ft 4 in Drapesiblinds None 3 E 2 Vinyl Low-E Double Yes 0.54 0.33 12.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds Norge 4 E 2 Vinyl Low-E Double Yes 0.54 0.33 20.0 ft' 2 ft 0 in 1 ft 4 in Drapesiblinds None 5 S 3 Vinyl Low-E Double Yes 0.54 0.33 15.0 ft' 2 ft 0 in 1 It 4 In Drapeesftinds None 6 S 3 Vinyl Low-E Double Yes 0.54 0.33 15.0 ftx 2 ft 0 in 1 ft 4 in Drapes/blinds None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0003 555.6 30.5 57.36 219 5.9018 HEATING SYSTEM If System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 9 40 kBtufhr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 41 kBtufhr 1367 cfrn 0.79 1 sys#1 SOLAR HOT WATER SYSTEM t FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None t' DUCTS Supply _ -- Return - - Air CFM 25 CFtv125 HVAC # V At Location R Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 171 ft' Main 10 f? Default Leakage Main Default) (Default) 1 1 8112/ 2014 2.40 PM EnergyGaugell USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooling HeadJan Venl Jan Jan Feb Feb Feb Mar Marki Apr A May [XIMay Jun Jun rj Jul A ggrjA rj Sep Sep Oct Oct Nov Nov 0ec Dec Mar Apo'r May jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours ScheduleType 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 so 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Floating ( WD) AM 66 66 66 55 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 65 66 66 Heating ( WEH) AM 56 66 66 66 66 56 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 06 66 811242014 2:40 PM EnergyGaugeS USA - FlaRes201 0 Section 405* 1 Compliant Software Page 4 of 5 Florida Code Compliance Checklis Florida Department of Business and Professional lRegL!atio Residential Whole Building Performance Method I ADDRESS: 1401 MARA COURT PERMIT #: SANFORD, FL, 32771- I - T'111 11 I 11, 11111 111 F1 1114 1111111 piii qiiii 11111111 11 1 1 !11111 111, 11111111111 !11 COMPONENT SECTION SUMMARY OF REQUIREMENT(S) Air leakage 402A To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283, Windows and doors = 0.30 cfmfsq,ft, Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 4031 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load, Ducts 403,2,2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403,13 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403-4.3.2. Provide switch or clearly marked circuit breaker electric) or shutoff (gas), Circulating system pipes insulated to = R-2 accessible manual OFF switch. Mechanical 403,5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403,9 Pool pumps and pool pump motors with a total horsepower (HP) of = I Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Of /fimer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4116113), Heat pump pool heaters minimum COP= 4,0. Goofing/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat > 1 OkW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 8112/2014 2 40 PM EnergyGaugev USA - HsRes201 0 Se ftrt 405.4.1 Compliant Software Page 5 of 5 Amilanual S Compliance Report Job: 1401 MARA COURT Date: AUGUST 14,2014 Entire House By: TRICIA HIGGINS BARNES HEATING & AIR CONDITIONING 915 W. 2ND STREET, SANFORD, FL 32771 Phow (407) 323-'k17 Fax': (407) 321-5579 Uronso: CAC036424 For: CLAYTON ADDITION I AUG 13 2014 1401 MARA COURT, SANFORD, FL 32771 Outdoor design DB: 93,0°F Sensible gain: 32903 Btuh Entering coil DB: 75.6 F Outdoor design WB: 75, VF Latent gain: 4966 Btuh Entering coil WB: 62,8°F Indoor design DB: 75,O'F Total gain: 37869 Btuh Indoor RH: 50% Estimated airflow: 1367 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: ASZ140421A*+ASPF426016E* Actual airflow: 1367 cfm Sensible capacity: 29609 Btuh 90% of load Latent capacity: 8081 Btuh 163% of load Total capacity: 37690 Btuh 1 000k of load SHR: 79% Design Conditions Outdoor design DB: 42.3°F Heat loss: 31730 Btuh Entering coil DB: 69.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: ASZ140421A*+ASPF426016E* Actual airflow: 1367 cfm Output capacity: 41000 Btuh 129% of load Capacity balance, 41 OF Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1367 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF 2014-Aug 12 14 37,47 wrightsoft' Rtght-Sutto& U(wersal 2013 13,0,12 RSU08373 Page I4! ... S\DoCWt0WskWri9htsoft HVAC\1401 MARA COUR1,1up Calc = W8 Front DOW tares W Component Constructions Entire House Job: Date: By, 1401 MARA COURT AUGUST 14,2014 TRICIA HIGGINS BARNES HEATING & AIR CONDITIONING 915 W, 2ND STREET, SANFORD, FL 32771 (407) 323,3517 Fax: (407) 321-5579 Lkense: CAC036824 Location: Orlando Sanford AP, FL, US Elevation: 56 ft Latitude: 29'N Outdoor: Heating Dry bul b (T) 42 Dailyrange (T) - Wetbulb(-F) - Wind speed (mph) 15,0 ITIVM. Indoor temperature (T) Design TD (T) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 75 Construction quality 7.5 Fireplaces IN Cooling 75 18 50 38,1 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain M HWA* IF M-,F~ majoAr Brut. BwAr win Walls BLOCK WALL R3: Blk wall, 8"thk n 194 0.333 10 9.22 1789 8,62 1673 a 146 0,333 3.0 9.22 1347 8,62 1259 S 218 0,333 3.0 9.22 2011 8.62 1880 w 289 0.333 3,0 912 2666 8,62 2493 a" 847 0,333 3,0 9,22 7813 8.62 7305 CONCRETE BLOCK W STUCCO R4 1: Blk wall, stucco ext, 8" thk, 1/2' n 186 0,243 4.1 613 1252 6.29 1171 gypsum board int fresh e 191 0,243 4.1 6,73 1288 6,29 1204 S 186 0,243 4.1 6.73 1252 6,29 1171 all 563 0,243 41 6.73 3792 629 3545 Partitions none) Windows IA-clom 1 glazing, cir 9tz, rntl no brk Irm mat, 118" thk; 50% blinds 45',n medium; 50% outdoor insect screen; 2 it overhang (5 ft window ht, I ft sop,); 6.67 ft head ht DOUBLE INSULATED LOW E GLASS: 2 glazing, ctr low-e outr, argon n gas, vnI firm, mat, cir innr, 114" gap, 1 /8" thk; NFRC rated (SHGC=0.33); 50% blinds 45', medium; 50% outdoor insect screen; 2 ft overhang (6 % window ht, I it sep.); 6.67 It head ht all 1A -clom I glazing, cir giz, mill no brk Irm met, I 18'thk; 50% blinds 45',e medium; 50% outdoor insect screen: 2 ft overhang (3 ft window ht, I it s sep.); 6,67 It head ht all DOUBLE INSULATED LOW E GLASS: 2 glazing, cir low-e outr, argon e gas, vni frm mat, cIr innr, 114' gap, 118"thk; NFRC rated (SHGC=0.33); 50% blinds 45', medium; 50% outdoor insect screen; 2 ft overhang (2 ft window ht, I it sep,); 6.67 it head ht DOUBLE INSULATED LOW E GLASS: 2 glazing, cir low-e outr, argon a gas, vni frm mat, cIr innr, 1/4" gap, 118"thk; NFRC rated (SHGC=0.33); 50% bfinds 4 5', medium; 60% outdoor insect screen; 2 it overhang (6.8 ft window ht, 1 it sep.); 6.67 it head ht 30 1.270 0 35.2 1065 30,2 907 30 0.540 0 15.0 449 13.5 404 30 0,540 0 15,0 449 13,5 404 so 0.640 0 15,0 897 115 808 9 1,270 0 35.2 317 62.4 562 6 1.270 0 35,2 211 30,2 181 15 1270 0 35,2 528 49.5 743 6 0.540 0 15.0 90 27.0 162 19 0.540 0 15.0 280 31.7 592 2014-Aug-12 14 37.47 wrightsoft Ri9t1t,Sutte0 UmversOJ 2013 13.0,12 RSU08373 Page I HVAC11401 MARA COUR T MP CW = W# Front Doof fam W IA-clonx I glazing, Or &, mtl no t>rk frmmat, 118" thk; 50% 4Ws 45',w 16 1.270 0 medium; 50% outdoor insect screen; 2 ft overhang (4 ft window ht, I ft sep)6,67 ft head ht IA-clom I glazing, cIr giz, rntl no brk frmmat, 1/8" thk; 50% blinds 45',w 18 1,270 0 medium; 50% outdoor insect screen; 2 ft overhang (6 ft window ht, I ft w 48 1,270 0 sep.); 6,67 ft head ht all 66 1.270 0 Doors 11 JO: Door, mtI fbrgI type 0 21 0.600 6,3 w 21 0.600 6,3 all 42 0.600 6.3 Ceilings 16B-30ad Attic ceiling, asphalt shingles roof mat, r-30 veil ins, 112' 2092 0,032 30.0 gypsum board int fnsh Floors 22A-cpll: Bg floor, light dry soil, on grade depth, carpet fir fnsh 352 563 647 1035 35.2 633 66.9 1205 35.2 1689 66,9 3213 35,2 2322 66,9 4418 16,6 349 18.5 389 16.6 349 18.5 389 16.6 698 18.5 779 0.89 1854 1,74 3642 208 0.989 0 27A 5698 0 0 2014-Auq-12 14 3747wrightSoftRight,SuiteO U nvofsaf 2013 13A 12 RSUG8373 Pup 2 sVowniWs\WrO%oft HVAC11401 MARA COURTrup Calc = MJ8 Front Dow UKOS W Pro ect Summary Job: 1401 MARA COURTiDate: AUGUST 14,2014 Entire House By: TRICK HIGGINS BARNES HEATING & AIR CONDITIONING 915W 714F)STREET, SAWORD, FL 32771 Phone: (407)323-3517 Fax: (407)321-5879 t,kW",CAC03W-4 For: CLAYTON ADDITION 1401 MARA COURT, SANFORD, FL 32771 Notes: CLAYTON RESIDENCE 1401 MARA COURT SANFORD, FL. 32771 Weather: Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TO 18 OF Daily range M Relative humidity 50 Moisture difference 38 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28307 Btuh Structure 28705 Btuh Ducts 3423 Btuh Ducts 4197 Btuh Central vent (0 cfrn) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31730 Btuh Use manufacturer's data y Rate/swn muIfigiter Equipment load 1.00 32903 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4156 Btuh Ducts 811 Btuh Heating Cooling Central vent 0 cfm) 0 Btuh Area (W) 2093 209 Equipment latent load 4966 Btuh Volume (fV) 16755 16755 Air chan es/hourZF 032 016 Equipment total load 37869 Btuh Equiv. (cfm) 89 45 Req, total capacity at 079 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade ASZ14 SERIES Trade ASZ14 SERIES Model ASZ140421A* Cond ASZ140421A* AHRI ref 4358461 Coil ASPF426016E* AHRI ref 4358461 Efficiency 9 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 32390 Btuh Heating output 40000 Btuh @ 47'F Latent cooling 8610 Btuh Temperature rise 27 OF Total cooling 41000 Btuh Actual air flow 1367 cfm Actual air flow 1367 cfm Air flow factor 0,043 cfm/Btuh Air flow factor 0,042 cfm/Btuh Static pressure 1,00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 2014-Aug-1214:3747wrightsoft' Rigtit-SuileOUrworsal2Ql3i3-O.l2RSUG83'13 page I HVA01401 MARA COURT,rup Cale = W8 Front Doot faces- W AED Assessment Job: 1401 MARA COURT Date: AUGUST 14,2014 Entire House By: TRICIA HIGGINS BARNES HEATING & AIR CONDITIONING 915 W 2ND STREET, SANFORD, Ft_ 32.171 Phone, (407) 32' 3-3517 Fac (407),321 -S579 Licenso CACOW24 I Project Information For: CLAYTON ADDITION 1401 MARA COURT, SANFORD, FL 32771 Location: Orlando Sanford AP, FL, US Elevation: 56 ft Latitude: 29'N Outdoor: Heating Dry bul b Dailyrange V*t bulb Wind speed (mph) 15,0 Cooling 93 17 (M 75 7.5 Indoor: Heating Indoor temperature ('F) 70 Design TD (OF) 28 Relative humidity 50 Moisture difference (gr/lb) 22,9 Infiltration: I - --.-7rtN Le =- X m-gg Vurdow AvV*" " AWN" Maximum hourly glazing load exceeds average by 54.3%. AED excursion: 2139 Btuh (PFG - 1.3*AFG) Cooling 75 18 50 381 2014-Aug- 12 14 37,41 wtightSOft: Right-SknteO UnrVersal 2013 13 0 12 RSU08373 Page I sVMPWAMWr0tSoft HVACi1401 MARA COURT,Mp Catc = W8 Front Door faces- W BARNES HEATING & AIR CONDITIONING 915 W. 2ND STREET, SANFORD, FL 32771 Phom: (407) 323-3517 Fax: (407) 321-5579 Licww CAC036824 Job: 1401 MARA COURT Date: AUGUST 14,2014 By: TRICIA HIGGINS 1 Rom nom Entire House BEDROOM 3 2 Exposed WON 208,0 tt 16,0 ft 3 Room hwo 8,0 It d 8,0 ft heal/cW 4 Rom d4nensions 100 x 160 ft 5 Rom area 2092 8- ftl- 1600 ft, Ty Construction U-Vak* OF HTM Area (ft) Load Area (t V) LOW nuff0w Muwl!tl-.F Btumt.) or pehrWar (ft) But)) epe—tar (ft) Btuh) Hear 0W Gross WS Heat Caek Gross N/PiS Heat 6Carty 6 BLOCK WALL R3 0333 n 9-22 8.62 224 194 1789 1673 128 t 113 1042 975 IA -clam CONCRETE BLOCK 1,270 0243 n n 35,18 673 3022 629 30 216 0 186 1055 12,52 907 1171 15 0 0 0 528 0 453 0 11 uk*NLE R4st" I TED BLOCK WALL R3 0.540 0333 n a 1416 9,22 13.46 8,62 30 176 0 146 449 1347 404 1259 0 0 0 0 0 0 0 0 G Wclom 1,710 a 35.18 62,40 9 2 317 562 0 0 0 0 1 lio CONCBETE BLOCK 0,600 01243 a e 10,62 6,73 18,54 629 21 216 21 191 349 1288 389 1204 0 0 a 0 0 0 0 0 WME INSULATED WRATED 0.540 0-540 a a 1496 1498 2696 31.66 6 19 2 2 90 280 162 592 0 0 0 0 0 0 0 0 BLOCK WALL R3 0333' s 9,22 8-62 224 218 2011 1880 0 0 0 0 CONCRETE BLOCK 1710 0.243 s s 35,18 6,13 30-22 6,29 6 216 6 186 211 1252 181 1171 0 0 0 0 0 0 a 0t--- G QOUIKE INSULATED 0.540 s, 14,96 1146 30 30 449 404 0 0 0 0 BLOCK WALL R3 0,333 w 9,22 8.62, 392 289 2w 2493 0 0 0 0 IA -clam 1.270 w 3518 64,67 16 3 3 1035 0 a 0 0 IA-ciom IA-clorn 1,270 TWO w w 35.10 35.18 86.94 68.94 18 48 2 5 633 16" 1205 3213 0 0 0 0 0 0 0 a 11jo IW309d Law 0,032 w 16,62 0,89 W4 1, 74 21 2092 21 2092 349 1854 389 3642 0 160 0 160 0 142 0 279 CF 22" 0-98D 27,40 LOD 2092 208 5m 0 100 16 438 0 6 r-) AED excumon 2139 751 F" Vok" losstgawl 25590 26072 2150 16321 12 0) frAftawn 2717 m 209 68 t)) Room ventdahm 0 0 0 0 13 frftTwd gam Occupants 230 5 1150 1 230 Apphar" slother 6ml 0 Subtotal ( knes 6 to 13) 28307 281051 2359 1930 Less exkwnw OW 0 0 0 0 Low fransfer 0 0 0 0 RoMsftubon 0 0 0 0 14 SuMotal 28 A)l 28705 2359 1930 15 DtxA loads 1^ 15% 3423 4197 1^1 15% 285 282 row low low 313611-1301 329031 26114 44122121 Ailrequired (cft) 1 1367 j 1 92 2014 Aug-12 14:37AI A o, -44- wrighttw4irtV Rtght-SutteO U nry ersal 2013 13,0.12 RSL108313 Pago I s% Docunwds%Wm ghtsoftHVAC\1401 MARA COURTrup CW m WEI Front Door ftwes: W momm Right -A) Worksh—r- Entire House I 915 W. 2ND STREET, SANFORD, FL. 32771 Phono: (407) 323-3517 Fax: (407) 321,5579 License: CAC036824 Job: 1401 MARA COURT Date: AUGUST 14,2014 By: TRICIA HIGGINS 1 Rom rang BEDROOM 2 BATH 2 L-Wmedwav 280 It 0 It 3 Rom heQM 8.0 0 hest/coot 80 It heat/cod 4 Room dffnensions 10 x 2010 It 60 x 100 It 5 Rmn area 2010 It, 60 0 It, Ty I C I jZriaI Or I HTM Area (ft-) I LOW m A(W) I Land nu0mK rnbten*m H( tUtvfr-'Fj Btuwft.) Perimeter (ft) Btuh) pan —tor (ft) Bluh) Heat C. 0 C,,. WPIS Heal Cent Gs N/PtS Heat CON 6 W BLOCK WALL R3 0,333 n 22 8.62 96 81 747 W9 0 0 0 0 IA -clout 1,270 n 35.18 W22 15 0 5n 453 0 0 0 0 t—C. CONCRETE BLOCK 1243 n 613 629 0 0 0 0 0 0 0 0 11 VOWLE INSULATED BLOCK WALL R3 0,540 0,333 n a 14, 96 922 13, 46 8.62 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 1A- clam 1.210 e 35J8 62,40 0 0 0 0 0 0 0 0 1 lJD 0AW 0 16.62 18,54 0 0 0 a 0 a 0 0 CONCRETEBLOCK 0. 243 a 6,73 6,29 0 0 0 0 0 0 0 0 VPM.E INSULATED 0.540 a 14.96 26,96 0 0 0 0 0 0 0 0 R%WE INSULATED 0540 a 14.96 31 dw 0 0 0 0 0 0 0 0 T-G BLOCK WALL R3 0333' s 9-22 8.62 0 0 0 0 0 0 0 0 IA-clom CONCRETE BLOCK 1270 0.243 s s 35. 18 6, 73 3022 629 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DOWLE INSULATED 0, 540 s 14.96 13,46 0 0 0 0 0 0 0 0 VL=BLOCK WALL R3 0333 w 9,22 6.67 128 Ila 1015 949 0 0 0 a IA -clam 1, 270 w 35-18 04.67 0 0 0 0 0 0 0 0 1A,clom 1270 w 35,18 6&94 18 2 on 1205 0 0 0 a IN'dom 1, 270 w 35,18 66,94 0 0 0 a 0 0 0 0 Ilia 168-30& d 0.600 0. 032 w 16,62 0,89 18. 54 1, 74 0 201 0 201 0 178 0 350 0 60 0 60 U 0 104 C F 22A-,cpl 0.9 27.40 0,00 201 28 767 0 OD 0 0 0 6 c) AED excursion 4341 41 E-101- lowg— 3W8 4089I 53 1011 12 a) lnfmnwm 366 119 0 0 b) Room ventilatim 0 0 0 0 13 Irdetnal gains: Occupants 230 1 230 0 0 Apf*wK--bffi- St"cita) (Wes 6 to 13) 4234 4438 53 101, Lass exterrinI Ined 0 0 0 0 Less ftansW 0 0 0 0 Reftftubm 4 8 0 0 14 Subtotal 4238 4446 53 101 15 EW kinds 12% 15% 513 650 12% 15% 6 15 Totai Wooerk)ad 42057-1,01 50% 110 11551 1 Air -WAred (dm) 1 212 1 3 1 wrights4lift, 2014-; 12 Right-SuReV Universal 2013 13,01,12 RSU08373 s0ocutnentsWrotsciff HVAC\i40l MARA COURT,W CW n WO Fmnt Dw We& W A Emus= Right -A) Workshem Entire House I 915 W. 2ND STREET, SANFORD, FL 32771 Phow (407) 323-3517 Fax: (407) 321-5579 License: CACOW24 Job: 1401 MARA COURT Date: AUGUST 14,2014 By: TRICIA HIGGINS I Room nam LPANG BEDROOM 2 E)Wsed WON 210 ft 32D ft 3 Room how a'0 ft hefwco(A 8,0 ft heaVCW 4 Roam dpwArmns 10 x 3%, 0 ft 120 x 20.0 ft 5 Room area 240,0 f? Ty ConsftucUon U,vakAe. Fj Or HTM Area (W) Load Am (ft-) Lead numter Btuwftl- Mtmtl) or penyWor (ft) Butte) or perimeter (fit) Btuh) HW C.0 Gross WPIS Ht=CM s NtP/S Heat Cent t--.G BLOCK WALL R3 0-333 n 9-22 8.62 0 0 0 0 0 0 0 0 IA -clam I'M n 35 ' 18 30,22 0 0 0 0 0 0 0 a yt CONCRETE BLOCK 0.243 n 673 6,29 0 0 0 0 0 0 0 0 11 90MF WSULATED BLOCK WALL R3 LW 0,333 n e 14.96 922 13,46 8,02 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 1A-clan 1,210 a 3518 62,40 0 0 0 0 0 0 0 0 jo CONCRETEBLOCK 0. 6m 0243 a e 16, 62 6, 73 I8L54 629 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T WME INSULATED 0,540 o 14,96 28,96 0 0 0 0 0 0 0 0 W#$ 3LE INS 0-5Q a 14,96 31.66 0 0 0 0 0 0 0 0 BLOCK WALL R3 0.333 s 922 8,62 0 0 0 0 160 lw 1476 1380 lxClom 1270 s 35,18 30 - 22, 0 0 0 0 0 0 0 a CONCRETE BLOCK 0,243 s 613 6,29 0 0 0 0 0 0 0 0 QOkA% E W4S"TED 0.540 s 14.96 13,46 0 0 0 0 0 0 0 0 WALL R3 0333 w 922 8,62 168 99 913 am 96 80 738 690 IjBLOCK Wiclom1,270 w 35,18 64,67 0 0 0 0 16 3 563 1035 Mclom 1.270 w 35A8 6014 0 0 0 0 0 0 0 0 IA, clom 1.270 w 35, iff 66,94 48 5 1689 3213 0 0 0 0 ilia 0.60ff w 16,62 W54 21 21 349 389 0 0 0 0 C 168-IW 0,032 0,89 114 396 396 351 689 240 240 213 418 F 22A-cpl 0,989 27.40 0,00 3% 21 575 0 240 32 877 0 6 c) AED exuasion 1642 494I Envetope wwwn 3877 6788 3866 40161 Q a) ftftabon 274 89 418 136 h) Room ventAntion 0 0 a 0 13 fatetnal gams: Occupants 230 0 0 1 230 1 Apph--sffithw 0 1 0 Sb(. W (k. 6 t. 13) 4151 6877 42841 4382 Less extemW kind 0 0 0 Less ftansw 0 0 0 0 RedmWbubw 4 a 0 0 14 St"otal 4155 6985 4284 4382 15 Dud Wds 12% 15% 503 1007 12% 1,596 518 641 TaW mm ked 4658201 1893281 4W2 50221 r AireqA*ted (dm) 1 1 20-t 2091 I ETMEW- 71UTITI-M W, CUM, 01-10-Tam 2 014- Aug12 17371 Riqbt-SuitetUniversaf201313,0,12 RSUM73 p s\Docxmv" ftWr0%oft WA01401 MARA COURT.rup CeAc = WO Froni Dw faces: W alum Right,* Worksheet Entire House 915 W. 2ND STREET, SANFORD, FL 32771 Phow (407) 323-3517 Fax' (407) 321.5579 Liceme, CAC03W4 Job: 1401 MARA COURT Date: AUGUST 14,2014 By: TRICIA HIGGINS I Rom nam DINING KITCHEN 2 Exposed wan 0 It 16,0 It 3 Room how 8,0 It heaticod 8,0 It heat/coot 4 Room dirnensms 11,0 x 100 It 10 x 148.0 It 5 Rom area 110,0 ft, 148,0 It' I Ty I Coostrudion I LI-vakle I Or FILM I Area (It'} Load I Area (ft') Load rwnber Btumt.-'Fl Btuwtt.) or peamoter (ft) 6tuh) P—ter (tt) Heat Cod G. NPIS H.W Cod Gross NPIS Heat Coot 6 VII BLOCK WALL R3 IA-clom CONCRE-TE BLOCK 11333 1,270 0,243 n n n 9.22 35.18 6,73 8,62 30,22 6,29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W-WRILE INSULATED BLOCK WALL R3 0,540 0,333 n o 14,96 9,22 13.46 8,62 U 0 0 0 0 0 0 0 0 128 0 98 0 904 0 845 L IA-clom 11jo CONCRETE BLOCK 1'2Zt0 0,600 0.243 a 0 a 35,18 16,62 6,73 62,40 18,54 629 0 0 0 0 0 0 0 0 0 0 0 0 9 21 0 2 21 0 317 349 0 562 M9 0 VOWE INSULATED W#PLE INSULATED R3BLOCKWALL IAclorft CONCRUE 13LOCK 0,540 0.540 0,333 1,270 01243 a a s, S s 14-96 14,96 922 35,18 6.73 2696 31,66 8,62 3022 619 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0Wlt QOt*WE INSULATED BE OCK WALL R3 0.540 0,333 s w 14,96 922 1146 862 0 0 0 0 0 a a 0 0 0 0 0 0 0 0 0v Wctom Mtlom MCI= 1,270 1,270 1270 w w w 35-18 3518 35,18 64,67 66.94 60-94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 lio 16B-30ad 0'600 0,032 w 16,62 0.89 18-54 1,74 0 Ila 0 110 0 98 0 191 0 148 0 148 0 131 0 258C F 22A-cpt 0.989 2T40 0,00 110 0 0 0 148 16 438 0 6 c) AED excuOsim 30 161 E—lope bw9- 98 162 2139 20381 12 al in 0 0 209 68 b) Room vet"Ortim 0 0 0 0 13 114anal gam 01-4—ts 230 0 I' 0 a Apphancestather l 1 0 Subtotal (kies 6 to 13) 981 1621 23481 2106 Less exkaW bad 0 0 0 a Less trafmler 0 0 0 0 Rechstritx" 0 0 G 0 14 Subtotal 98 762 2348 2106 15 Dud kxtds 12% 15% Q 111 12% 15% 284 308 ToU fum Ioad 109 873 263212414 Air req-ed (drn) 5 1 361 1 111311 100 W1117M97. =I - I me Vy, * 2014 Auq- 12 14,374wrights4mftRtttht-Suttee Universal 2013 13,0,12 RSU08373 Pa HVAC\1401 MARA COURT.rup CakmW8 ProntDoorfacos W Job: 1401 MARA COURT Date: AUGUST 14,2014 By: TRICIA HIGGINS F--TWXTF- 2101illollffil, 915 W. 2ND STREET, SANFORD, FL 32771 Phow (407) 323-3517 Fax: (407) 321-5579 License: CAC03W4 I Room name LITIL NEW M BED 2 Exvrwwav 14 0 ft 16,0 R 3 Rom h"" 8f) ft 8,0 ft WOW" 4 ROOM dwrwjmKms 60 x 81 It 10 x 1400 ft 5 Room area 48A ft' 190 0 ftk I Ty I Construct" I U-Value I I Of I H M I Aleft (ft') LOW I Area (ft-) Load numberI PAulvilt-F1I I Btuwtl) Perimeter (ft) Btuh) or perimeter (ft) BUM) Hwt Codk Cis WPIS HW_j Cork Gross WPISS float Cool t--G 13LOCK WALL W3 IA -clam CONCRETE BLOCK 0333 1.270 0243 n n n 9,22 3518 6.73 a-62 30,22 6 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128 0 0 98 0 0 660 0 0 617 11 flotAKE INS"Tw WALL R3 0.540 540 0333 n a 14.96 w 13.46 8,62 0 48 0 48 0 443 0 414 30 0 0 0 449 0 404 0 0 VLBLOCK IA-clom 1,210 a 35AS 62,40 0 0 0 0 0 0 0 0 Jo CONCRETE BLOCK 0 ' OW 0.243 a e 16.62 0,73 11L54 6,29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L2 QME WSULATED Q%P-E INSULATED 154) 0.540 a a 1496 14,96 2696 31.06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T--.G It---G BLOCK WALL R3 IA-Clorn CONCRETE LOCK 01333 1.270 0243, s s s 9-22 1& 18 613 8,62 3027 6,29 64 6 0 58 6 0 5115 211 0 500 181 0 0 0 0 0 0 0 0 a 0 0 0 0 Q0kJKE WWLATED WALL R3 0540 01333 s w 14,96 922. 13.46 862 0 0 0 0 0 0 0 a 0 0 0 a 0 0 0 0 IA-clom, 1A-ciom IN-clom, 1,270 1,270 1270 w w w 3518 35,18 35,18 64,67 00-94 66,94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0IjBLOCK C 11.10 16B-3w 0.600 0,032 w 16,02 0,89 18.54 1,74 0 48 0 48 0 43 a 84 0 190 0 190 0 10 0 331 F 22" 0,989 27.40 0,00 48 14 384 0 190 16 438 0 6 c) AFD excursion 46 70 Envelope WYg- 1615 1133 17151 12811 12 a) Infiltration 183 59 M 68 b) Room ventilation 0 0 0 0 13 laternal gains: 01-upants 230 0 0 2 460 AN*w"siother 0 0 Subtotal (lyres 6 to 13) 179a 1192 19241 1809 Less, external loW 0 0 0 0 Less bartsfer 0 0 0 0 Red 0 0 0 0 14 Subtotal 1798 1192 1924 1809 15 Duct bads 12% 15% 217 174 12% 15% 233 265 Total toorn toad 20151 1361 2151 20741 Air "Xpwed (dm) kil wl 93 66 V W 471757M. ffijllliilzr# Right-SutteO Unwersol 2013 13,0,12 RSU083'13 2014-Aug-12 1,'37 Ac = W8 rmot Dom faces: Ws\Doaxrw#MWnWsoft HVAC\1401 MARA COURT,rup Cc A RMARM W W. 2ND STREET, SANFORD, FL 32771 Phone: (407) 323-3517 Fax. (407) 321-5579 Licenso CAC036824 Job: 1401 MARA COURT Date: AUGUST 14,2014 By: TRICIA HIGGINS 1 Rom name WIC M BATH 2 Exvwserf wag 180 It 6,0 ft 3 ROM how 8.0 R hewcool 8,0 ft heallcoot 4 Room dirnetr4orvs TO X 110 ft 60 x 110 ft 5 Room area 77.0 ft' 660 It, Ty C Ir"'clionair U -v"* or M Area (ft') 1, oad Am (tt-) LOCO number f3tuh/I LF"(Bt tto") or perimeter (ft) Btuh) or perimeter (ft) Bwh) C0 NIPtS HOW Coal s:=NIPIS Heat cow 6 BLOCK WALL R3 0,333 a 9,22 8,02 0 0 0 0 0 0 0 0 IA - clam 1.270 n 35; 18 31,22 0 0 0 0 0 0 0 0 CONCRETE BLOCK 0243 n 6,73 6,29 88 88 592, 554 0 0 0 0 11 WME INSULATED WALL R3 0. 540 0. 333 n e, 1490 9, 22 1146 8. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VLBLOCKWclom 1,270 a 35,18 62A0 0 0 0 0 0 0 0 0 1 IJO 0.600 a 16.62 18,54 0 0 0 0 0 0 0 0 CONCRETE BLOCK 0243 a 673 629 56 377 352 48 42 283 264 E INSULATED IBLE INSULATED 0. 540 0- 540 a a 14. 96 14, 96 2696 31. 66 0 0 0 0 0 0 0 0 6 0 2 0 90 0 162 0 T— O BLOCK WALL R3 0-333 s 9,22 862 0 0 0 0 0 0 0 0 to - clam 1,270 s 3518 30,22 0 0 0 0 0 0 0 a VLCONCRETE BLOCK 0,243 s 613 029 0 0 0 0 0 0 0 0 QOk* WE INSULATED O-W s 14,96 13,46 0 0 0 0 0 0 0 0 GWALL R3 0333 w 922 8.62 0 0 0 0 0 0 0 0 IA- clom 1.270 w 35,18 64,67 0 0 0 0 0 0 a 0 1jBLOCKIA-clom 1-270 w 35.18 66,94 0 0 0 0 0 0 0 0 IA- ciont 1,270 w 35,18 66-94 0 0 0 0 0 0 0 0 C 1 1JD 168309d 0. 600 0, 032 w 16,62 0, 89 18, 54 1, 74 0 77 0 77 0 68 0 134 0 66 0 66 0 59 0 115 F 22" 0,909 27,40 0-00 77 18 493 0 66 6 164 0 i c) AED excutsw 42 15 E- vk" W*,19- 1531 9991 12 0) In on 235 16 78 25 b) Room ventilation 0 0 0 0 13 Warner Occupants 230 0 0 10 0 1 Apphanoeslather 0 0 Subtotal ( lines 6 to 13) Iml 1075 614 552 Less extafflal load 0 0 0 0 Less Minster 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1766 1075 674 552 15 Duct Wd-. 12% 15% 214 157 12% 15% 81 81 Total room kmd 111191 12 7551 332 Air wKwed (ckn) I I K5 5132 1 33 26 TMt IMM oil. UP 2, 014-Aug- 12 14 W:, RQht-- S.,teOUr#vorsal2Ol3l3,012RSUOa373 P sOxurwdskWnotsoftWACki4OlkiARACOURT. rup Cak Wfl FrontDoorfaces W A Entire House 915 W. 2ND STREET, SANFORD, FL 32771 Phow (407) 323-3517 Fax: (407) 321-5579 Licemo: CAC036824 Job: 1401 MARA COURT Date: AUGUST 14,2014 By: TRICIA HIGGINS I Rom norm NEW FAMILY AC 2 Exposw wan 00 R 0 It 3 Rom heKO 8'0 It hWVccd 9A It heallcoul 4 Rom dmiermons 10 x 387 0 If 30 X 3,0 It 5 Room area 3810 ft' 90 ft, Ty I Constructm I U,vaW. j I Or I HTM Area (ft') I I Load Area (tv) I Load wrKffrdI Btutwtlltl F Btuwtt.) or to (Si Rtuh) or P-#W- (fl) Btuh) Heat Cool Gross WPIS H.W Coal Gross N/P!S Heat Coal 6 T—G BLOCK WALL R3 0,333 n 9,22 862' 0 0 0 0 0 0 0 0 IA-clom I ' 270 n 3518 3D22 0 0 0 0 0 0 0 a CONCRFTF BLOCK 0243 a 673 629 0 0 0 0 0 0 0 0 W-1WIL INSULATED BLOCK WALL R3 0.540 0 333 n a 14,96 9.22 1146 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 1A-00m 1,270 a 35,18 62,40 0 0 0 0 0 0 0 0 114 CONCRETEBLOCK 0600 0243e a 16- 62 6, 73 18- 54 6- 29 0 IQ 0 93 0 628 0 587 0 0 0 0 0 0 0 0 VAME INSULATED 0540 a 14,% 26-96 0 0 0 0 0 0 0 0 Q%IBLE SATED 0540 a 14,96 31.66 19 2 280 592 0 0 0 0 t--G BLOCK WALL R3 o333 s 9,22 8,62 0 0 0 0 0 a 0 0 lArclom 1270 S 35,18 30-22 0 0 a 0 0 0 0 a CONCRETE BLOCK 0-243 s 613 6-29 216 186 1252 fill 0 0 0 0 UOtAUE INSULATED 0.540 s 14-96 13-46 30 30 449 404 0 0 0 0 w BLOCK WAU, R3 0-333 w 9,22 862 0 0 0 0 0 0 0 a 1A-Clom 1.270 w 35 ' 18 64-67 0 0 0 0 0 0 0 0 IA-clom 1,270 w 35-18 66,94 0 0 0 0 0 0 0 0 IA-dom 1,270 w 35.18 66-94 0 0 0 a 0 0 0 0 1 ljo 16a 1096 0,6w 0,032 w 16, 62 0,89 18,54 1.74 0 387 0 387 0 343 0 674 0 9 0 9 0 8 0 to C F2V- co 0,989 2740 0,00 387 41 1123 0 9 0 0 0 6 c) AED oxcurston 134 1 Envelope kWon 4075 32931 8 15 12 a) tolftabon 536 174 0 0 b) Room ventilation 0 0 0 0 13 Intwoof gwri. Occuparft 230 0 0 0 0 AWmcWolher 0 01 SWoW (kwei 6 to 13) 4610 34671 1 8 It'l Less external load 0 0 0 0 Less VansW 0 0 0 0 RWAUftition 0 0 8 15 14 St al 4610 IW7 0 a 15 Duct to" 12% 15% 558 50-1 15% 0 0 I otal t(xxn kmd 51681 31174 1 0 A-tr recporetf (dm) 1 1 223 165 1 0 0 1, wrights4oft2014- Aug-12 14 37 47 m6"', Rtght- SutteO Universe! 2013 13.012 RSU083(3 paw I 15,*1511, sVoctmieWWrightsoft HVAC\1401 MARA COURT,n4) Calc = W8 Front Dw faces W Mufflam Job #. 1401 MARA COT Performed by TRICIA HIGGINS1 CLAYTON ADDITION 1401 MARA COURT SANFORD, FL 32771 915 W. 2ND STREET SANFORD, FL 32771 Phone: (407) 323-3517 Fax: (407) 321-5579 Scale: 1 : 82 Page 1 Right-SkAlst Universal 2013 110A2 RSU08373 2014-Aug-12 14:38.44 oft HVAC11401 MARA COUR Duct System Summary Job: 1401 MARA COURT Date. AUGUST 14,2014 Entire House By: TRICIA HIGGtNS BARNES HEATING & AIR CONDITIONING 415 W, 2W) STRFET, SANFORD, F1_ 32771 Phone: (407) 32,3-3517 Fax: (407) 321-5,579 Lwiarew CACOXWA Project Information For: CLAYTON ADDITION 1401 MARA COURT, SANFORD, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 1.00 in H20 0,41 in H20 0.59 in H20 0.300 in/10011 1367 cfm Ftg. Eqv Ln (ft RATH c 115 3 0.300i: 4'o Ox 0 VIFx i 0 0 BEDROOM 1-A I C 5022 1 207 209—i 0,300it 8,0ii ox 0 VIFx it 0 0 BEDROOM 2-A c 5096 1 20611 212 0300 0 Ox 0 V1Fx 0 0 EWUROOM 3 h 2644 17 92 0.300'i 6,0,. Ox 0 VIFx 0 0 NNING c 873 55 36 103004.0 Ox 0 VlFx 0 0 KITCHEN h 2632 113 100 0,300 6.0 Ox 0 VIFx 0 0 LrVING c 39465 1 1 Al164 0,300, 7V! Ox 0 VIFx 0 0 L11~ 3-A c 3946 i 1 164 1 0.300, 7,011 ox 0 VIFx 0 0 M BATH -A h 755 33 26 0,300 0 Ox 0 VIFx 327 145,0 sill NEWFAM11, Y-A h 68 51223 165 0.3&0 8V1 Ox 0 VIFx 32.6 11 150,0 1 SO NEW M BEO-A h 2157 86 0300ii 6,011 Ox 0 VIFx 28.1 150.0 stl UHL h 2015 57 0,300 6,01 Ox 0 VIFx 0 0 WICA h 197!4 51 0300 6.0 Ox 0 VIFx 33.3 1450 stl Trunk Type Design FR• Material noDuct2014- Auf1-12141748 wrightsoft` Right--SudeOUniversal 2Ol3i3.0,12RSU08373 Page I sVucwwts0ngh1wft HVAC\ 1401 MARA COURT rup Gale - WO Front Dow faces, W Return Branch Detail Table Grill Size (in) Stud/Joist Opening (in) 2014-Auq-12 14 37,48 wrightsoft, Rtght-SuiteO UnwersW 2013 13,0,12 RSU083+13 Page 2 s\DoctrroantstWnotsoft HVACA401 MARA COURT mp Catc = W8 Front Door faces: W 40 WIDTH II SEE ANCHOR CHART AND NOTE 7 E3 WINDOW 24"O.0 HEIGHT MAX (TYR) ELEVATION VIE' VIE"AFED FROM EXTERIOR NOTES: 1) THE PRODUCT SHOWN HERElh IS DESIGNED AND MANUFACTURED TO COMPLY VAT" REOUiREMENIS OF THE FLORIDA BUILDING CCOE' 2) MASONRY OPENN TO BE DE;IGNED TO PROPERLY TRANSFER ALL LOADS TO STRUCTUBE, MASONRY OPENING .(; DESIGN IS THE RFSPONSIC31LITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING ANO ALL WOOD FRAMING AROUND WINDOW. 4 WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063 5) ALL FASTENERS. NUTS AND HERS SHALL BE MAIL OF CORROSION RESISTANT MATERIAL. 6) SHIM AS REOUIREO AT EACH it STALLATION ANCHOR WITH LOAD BLARING SHIM. SHIM WHERE SPACE OF 1/16- OR GRFATEOCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 7) FOR ANCHORING INTO MASONQ USE 3/16- JTW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE A 1 114 . MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2' MINIMUM EDGE DISTANCE, LOCATE ANCHORS IN PRERUNCHED HD ES AT HEAD AND JAMBS REFER TO ANCHOR CHART FOR NUMBER OF ANCHORS REGUIREO. 8) APPROVED IMPACT PROTECTIVE SYSTEM ja_aEaQIRE2 ON THIS PRODUCT IN WIND BORNE DEBRIS HoriZontol REGIONS. 9) CAULK BEHIND WINDOW FLA14C - AT HEAD AND JAMBS, SILL MUST BE ATTACHED TO THE VIIllldEny window SUBSTRATE WITH VULKEM I I1 ADHESIVE CAULK OR APPROVED EQUAL. Hiefteeret Hormontal to) USE CAULK FOR [METER6AFIOUND EXTERIOR OF WINDOW Call Size TIP TO TIP it) WHERE WATER RESISTANCE T IREmENT OF 15% 047 DESIGN LOAD APPLIES, POSITIVE 1 19 118 DESIGN PRESSURE IS LIMfTE TO 40PSF DUE TO WATER TEST PRESSURE OF 6PSF ACHIEVED IN 1H 26 1/2 TEST. 12) ALLOWABLE STRESS tNCREAS OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN 30 30 I72 HERETIC WIND LOAD OURATIO FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 13) IF EXACT WINDOW SIZE IS N11T LISTEDUSE NEXT LARGER SIZE FOR THE APPROPRIATE DESICN PRESSURE. 14) UNITS MUST BE GLAZED IN CCOROANCE WITH ASTM E1300. PC, 07PTION DATE APPRMO A REVISED PER 2007 FSC 8/18/08 R,L. 6 UPDATED PER FIEC COMMENTS i 11/16/08 R.L. C RT- ASED PER NEW TESTING 04/25/11 R.L. 0 REVISED NAME 10/15/13 R.L. Maximum design pressure capacity chart with IGU (118"Ann -Air 118"Ann) orIGU (118" Tempered - Air 118"Terripereo Dsf) Unit width ( in) Height (in) 19M 30.50 Total I Lower I Upper Pas Neg Pos Neg Neg, gPosPos NegPas Neg Pas Neg 40-0 75.0 40.0 75.0 40.0 7&0 40.0 75.0 40.0 1 75.0 38 gjqjq) 40,0 75,0 40.0 75,0 40,0 75.0 40.0 75.0 40.0 732 40.0 75.0 40,0 75.0 40.0 75.0 40.0 75.0 40.0_ 60.9 Z54W 1, T,27 11 Jg40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 41[LO 58.3 g6300* t7l.'507- 7'FYJ-507'T40.075.0 40.0 5 40.0 75,0 40.0 72.2 40 O 3 40.0 75 02 75.0 40.0 75.0 1 40.1 72 O 2 11.6 1 00; IV, 2.00, 40.0 01 o 50 75.0 140.0 175,0 1 An G 7 C 46. 0 Minimum number of anchors required Units anchored using 3116" 1TW Talown Unit width (in) Height (in) 719. 13,/'_-,K 1- 26.50, - ,,t Total I Lower Upper Head Jamb lHead lJamb Head Jamb Head Jamb Head Jamb 2 2 3 2 3 2 3 2 4 2 2 3 3 3 3 3 3 3 4 3_ 50i67 T2713i? Z2§, 3a 2 3 3 3 3 3 3 3 4 3 73777 2 3 3 3 3 3 3 4 3 63.0,, 31eg, 77,73_1;5-- j/, 2 43 4 3 4 3 4 4 4 2 4 j33 3 4 34 3 44 4 4 g4.ff p& j,-42t0_ 2 4 3 3 4 3F4 3 Verticol I I- V tL_ k k IVII WINDOWS AND DOORS LLC Tvh w kwmVerticalCallSize verticalTIPTO TIP 1001 W, CROSBY RD. CARROLLTON, TX 75006 2 26 SERIES GA 195 SH WINDOW RECTANGULAR 44 X 84 ELEVATION, DP CHARTS AND NOTES 3 38 3 18 4 so518 4.4 54 51-8 08-007656 SPICL 8411 ISCALC NTS 11"' 1 10/25/07 Is"'E" 1 OF 2 SIGNED! 1011812013 VAGOF 7MZ-Z 60cm DATE A9 ROVED REVISED PER 2007 FSC 8/1 8/06 R.L. UPDATED PFR FBC COMMENTS 11/16/08 R.L. REVISED PER NEW TESTING 04/25/11 R.L. REVISED NAME , T1 , -STTtRR.L. INSTALLATION ANCHOR. r—CAULK BETWEEN MASONRY By WOOD WOOD SUCK BUCK BY OTHERS MASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW L FLANGE & WOOD BUCK ` 2 4 M111 E.7_ P MENT CNE By WOOD BUCK VOTH BUCK BY OTHERS FLANCc TYPE INTERIOR EMBEDMEN114' MIN. T1/ 4 WWDOW FRAME 1/4- MAY. Si JAMB SHIM SPACE PERIMETER CAULK GLA71NG OTHER INSTALLATION IB:RCAII ANCHOR Y '/ l MAY FLANGE TYPE SHIM SPACE: WIN FRAME HEADER7"' G CAULK BETWEEN AULKBETWRICIDFILLERWOODBUCKMCID FILLER C SUCK PERIMETER CAULK MASONF y P OPENINGnByBYOTHERSHEIGHTOTHERSEXTERIOR INTERIOR WIDTH rEXTERIOR CAULK BETWEEN WINDOWFLANGE BUCK SErTIOFIANCE TYPE B- B WOOD WINDOW FRAME SILL PERIMETER CAULK 4 BYOTHER '\ 11', SILL STOOL PRE CAST SQ BY ILL OTHERS BY OTHERS —CAULK BETWEEN WINDOW FLANGE FIRE CAST SILL WITH VULI(FM 116 ACIRESrVE CAULK OR APPROVED EQUAL SECbON A -A MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES GA 195 SH WINDOW RECTANGULAR 44 X 84 INSTALLATION DETAILS NO. F. A. 08-00265 SCALE NTS IG"E 10/25/07 1"ET2 OF 2 Florida Building Code Online I Page I of 3 BCIS Horne Log In User Registration Hot Topics submit Surcharge Stats & Facts Publications F8C Staff Bcls site map Links Search Product Approval4ProfessiohialUSER: Public User ya_ I 4trij > pE94KL9LAp2ljcall 9nh > ll0't1'9n1!9 Application Detail FL # FL12769-R2 Application Type Revision Code Version 2010 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 Date Submitted Date Validated Date Pending FBC Approval JELD- WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbc@jeld- wen.com Janet Gerard fbc@jeld- wen.com JELD- WEN Corporate Customer Service 3737 Lakeport Blvd, Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld- wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, 51and" r ASTM E330 ASTM E331 TAS202 Method I Option A 03/ 07/2013 03/ 07/2013 YSAE 2002 2000 1994 http-:// www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQwtDqsmFBeODh9XI2... 8/4/2014 Florida Building Code Online Page 2 of 3 Date Approved 03/14/2013 Summary of Products Model, Number or Name DescriptionFL # 12769.1 Contour Premium Steel Wood Edge 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Inswing Door Glazed Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes EL12 7-9 J2 &,--QAC Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2017 Design Pressure. +55/-55 Installation Instructions Other; Product Can Be installed In The X, OX/XO, OXO, 55_pof XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions. Since product does not meet water infiltration Created by Independent Third Party: Yes requirement for HVHZ, it must be installed per overhead Evaluation Reports requirements as identified in Sec. 4410,2.3.2 of the Florida FLI 7 9 R2_AE PER7292, ,pdff RBC. Created by Independent Third Party: Yes 12769. 2 Contour Premium Steel Wood Edge 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Inswing Door Glazed Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2017 Design Pressure: +66/-66 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, FtJ2 7% R2 XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F, Norero Florida PE No. 73778 Instructions; and Must Be Installed With Surface Bolts. Since Created by Independent Third Party: Yes product does not meet water infiltration requirement for Evaluation Reports HVHZ, it must be installed per overhead requirements as Flj-27 5_9,_-R2 Af --PER2222 df f __ -Kp- identified in Sec. 4410.2.3.2 of the Florida RBC. Created by Independent Third Party: Yes 127693 Contour Premium Steel Wood Edge 12'-0" x 6'-8", Glazed, Steel, Wood Edge, Outswing Door Glazed Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes EL12769 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2017 Design Pressure: +55/-55 Installation Instructions Other; Product Can Be Installed In The X, OX/XO, OXO, FLj2-T§_9-_-K2 _LL-AQW-31-5a P-Of XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No, 73778 Instructions. Since product does not meet water infiltration Created by Independent Third Party: Yes requirement for HVHZ, it must be installed per overhead Evaluation Reports requirements as identified in Sec. 4410.2.3.2 of the Florida FLj27§,9---R2 -AE-PfR f Z9,5 g L RBC. Created by Independent Third Party: Yes 12769. 4 Contour Premium Steel Wood Edge 12'-0" x 6'-8% Glazed, Steel, Wood Edge, Outswing Door Glazed Door System with and without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes EL 2 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2017 Design Pressure: +66/-66 Installation Instructions Other: Product Can Be Installed In The X, OX/XO, OXO, EL12769_-R2-M-AQQU-1L55-VAf XX, OXX/XXO, and OXXO Configurations Per Installation Verified By: Hermes F. Norero Florida PE No. 73778 Instructions; and Must Be Installed With Surface Bolts, Since Created by Independent Third Party: Yes product does not meet water infiltration requirement for Evaluation Reports HVHZ, it must be installed per overhead requirements as FL12_70 -F2._AE_-PERZZ93_S5,p f identified in Sec. 4410.2.3.2 of the Florida RBC. Created by Independent Third Party: Yes 12769. 5 Contour Premium Steel Wood Edge 3-0 x 6-8, X, Single Out Swing Door with Vent Lite, meets Glazed Door water infiltration Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI-1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2017 Design Pressure: +55/-55 Installation Instructions Other: Product meets water infiltration requirements for S5,-p-Of HVHZ Verified By: Hermes F. Norero Florida PE No, 73778 Created by Independent Third Party: Yes Evaluation Reports ELLZZU- 9LAUPM9Z11155-wLf Created by Independent Third Party: Yes http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsmFBcODh9XI2... 8/4/2014 Florida Building Code Online Page 3 of 3 4 7- The State of Florida is an AA/EEO employer. lit t tn z: ft(Vtl Statementq_5_ _ Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 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 emals 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 her e Product Approval Accepts: cl im E3 M http://www.floridabuilding.org/pr/pr—app—dtl.aspx?param=wGEVXQwtDqsmFBcODh9XI2... 8/4/2014 ELD-WEN DOOR INSTALLATION DETAILS OURS PREMIUM STEEL WOOD EDGE iLLITE 6' N_' LITE NON -IMPACT INSWING UP TO 12'-0" X 6'-S" GENERAL NOTES 1. THIS PROD DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL CODE (I.R.C.) A E CURRENT FLORIDA BUILDING CODES (FBC). INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE TO TAS 202-94, A 330-02, E283-04, E331 -00 AND AAMA 1304-02. 2. 1X AND 2X WOOD BUCKS HERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK 7MATERIALMUSTHAVEA GRAVITY OF 0.55 OR GREATER. 3. CONCRETE OR MASONRY MUST B CHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL RHAVEAMINIMUMFcOF3000psiOR YICMU SHALL CONFORM TO ASTM C90, T To 8 4. PRODUCT ANCHOR TYPES AND SPACING HOWN ON SHEETS 6 & 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMB TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. THIS DOCUMENT SUPERCEDES OTHER ANCHOR I Lf INSTRUCTIONS FOR NON -IMPACT RATED DOORS. F IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO J DOCUMENT #JII1 06 (INSTALLATION INSTRUCTIONS FOR PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE: JELD- WEN. COWLEARALIRESOURCESI T- INSTALLATION & FINISHINGI. CWLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. E>NTEGRAL MULL POSTS & DOUBLE -BACK JAMBS LU ARE INTERCHANGEABLE. SEE SHEET 3 FOR MULLING INSTRUCTIONS. z 8. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3116' DEEP. zb EXAMPLE: 3/16"----l 149" MAX. FRAME 111 1/2" MAX. FRAME - 1 37 1/2" MAX. FRAME TYP. D.L.O. ; HT. #1 DOUBLE BACKDOUBblJDMULLPOSTAV,8 SURFACE BOLTS NOT 7 REQUIRED FOR APPLICATIONS NON -IMPACT LITE REQUIRING DP-55 OR LESS 12-0 X 6-8 ELEVATIO 37 112* MAX, O.A. SEE SHT #3 DOUBLE DOOR W1 FULL 3-0 SIDELITES FRAME TYP.- FRAME I— 75" MAX. FRAME 1121/2" 7 Uj LLI LL Z CL 0 all 0 d i ACTIVE V ---------- FIXED FIXED ACTIVE ACTIVE 3-0 X 6-8 ELEVATION X 6-8 (OX) 6-0 X 6-8 (XO) SINGLE (X) & (0) 74- MAX. FRAME Digitally signed by Hermes F Norero, P.E. 7f— Reason: I am approving this document cu0) Date: 2013.02.19 20:03:21 -05'00 M SHEET INDEX LLJ SHEET # DESCRIPTION A tse rip, I SENERAL NOTES, B.O.M. & ELEVATIONS FOR 3-0 PANELS & SIDELITES 2 ELEVATIONS FOR 3-0 PANELS AND 1-2 SIDEUTES 3 INSWING BOX MULLING DETAILS 4 INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD 5 INSWING VERT, AND HORIZ. SECTIONS IN MASONRY CONCRETE INACTIVE LCTIVE 6 ANCHORING DETAILS 7 ANCHORING DETAILS ABLE 1 DESIGN PRESSURE RATING: SIZE QUALIFIES: FULL LITE N0144MPACT ACTIVE PANELS WITH OR WtO SIDELITES MAX. PANEL WIDTH = 35 314" 6-8TALL SYSTEMS: (XX)(XXO)(0)(XO)(X)(OX)(XO)(OXO) M WITHOUT SURFACE BOLTS: WITH SURFACE BOLTS SURFACE BOLTS: AND ODL SMART FRAME INSWING POSITIVE NEGATIVE 55 66 + 60 COMPONENT LIST ITEM DESCRIPTION MATERIAL QTY. I NON -COMPRESSION SHIM (0.25- MAX, THK) WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G, MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 1 x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL AS REQ. 5 3/16" ITW TAPCON ANCHOR W1 1 114" MIN. EMBEDMENT STEEL AS REQ. 6 9 X 2 1/2' PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 7 8 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 9 X 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 9 1"O.A. IG NON -IMPACT FRAME BY ODL Polypropylene 1 OR 4 10 KWIKSET LOCK SERIES 400 STEEL I KWIKSET DEADBOLT SERIES 780 STEEL 1 12 1"O,A. IG NON -IMP. SMART FRAME BY ODL I Polypropylenq 1 OR 4 13 3/4"O,A. IG NON -IMPACT VENT UNIT BY ODL I Polypropylenj 1 OVERHANG LENGTH NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO OH LENGTH - OH HEIGHT IS 2-t1.0 OVERHANG RATIO 112 1/2" MAX, FRAME LA ACTIVE ACTIVE EDFIXEDFIXED9-0 X 6-8 (OXO) 9-0 X 6-8 (OOX 0 111 112' MAX. FRAME 6-0 X 6-8 (XX) No i 1 1: 1 7 - RSURFACE BOLTS NOT EQUIRED FOR APPLICATIONS REQUIRING OP- 55 OR LESS 'zz " 3984 9- 0 X 6-8 ACTIVE 1 ACTIVE D FU ED OXX ORXXO) FBPE C S2 3 IVI. 338 40. 29578 LU U1 U_ < of z 0 0CP Qo z U x U o LU Z Uj LU t7; z z 0 z0 12/20/ 2012 NONE L- ey: G.LUBBECKE 1 Of 105' MAX. FRAME 89 112* MAX. FRAME 89 1/2" MAX, FRAME 74' MAX, FRAME — 15 1/2" MAX._ 15 1/2' MAX_ D.L.D. FRAME TYP. FRAME TYP. SHT, #3 d \N ci uj 0 Z < z to a: w FIXED PCTIVE J, 'l VE ACTIVE INACTIVE JAMS MULLULLPOST SURFACE BOLTS NOT REQUIRED FOR APPLICATIONS REQUIRING OP-55 OR LESS 8-4 X 6-8 ELEVATION 7-2 X 6 8 ELEVATION DOUBLE DOOR W/ 1-2 SIDELITES (OXXO) DOUBLE DOOR Wl 1-2 SIDELITES (XXO OR OYX) 6 2 "D- A IS tr co0co in CL 53"MAX. FRAME m !a 15 1/2" MAX. p E ; FRAME TYP.— , r 5 53' MAX. FRAME 1/2' MAX. FRAME— E o ro 68 /2-MAX, l MAX m 2 = NON IMPACT LITE 1/2' MAX. 151 37 112 4 o- SEE SHT. #3 FRAME TYP. FRAME TYP. FRAME uiF15 19 5/8" S2 MAX. uj 4/ D.L,O. Lu M 2z < zz0T0 10 z z 10 a: LO x Ui L3 uj ACTFIREHviiLLJFFIXE Lu1-- 0 Lo') ct 4-2 X 6-8 ELEVATION 4-2 X 6-8 ELEVATION 5-4 X ELEVATION 3-0 X 6-8 ELEVATION DOUBLE(OX) DOUBLE (XO) TRIPLE (OXO) VENT LITE (X) z0 oATE: 12/20/2012 Z7 NONEt a,: G.LUBBECKE S.SAFFELL 398 V TE. 4 338 A008730 D FBPE CEa4'f9'AffH. NO. 29578FET 2 of 7 APPLY DAP ALEX PLUS SILICONE 6- #8 X 2" OR EQUIV. BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. vI DIL 0 Nlk Z FIXED ACTIVE I B3 B3 B3 B3 T-1 5 (L d d ILL i A 4 >- Zr) x IFY x AV v 7- cofYYT ODL 1" O.A. NON -IMPACT 1-2 X 6-8 SHOWN ODL 1" O.A. NON -IMPACT 3-0 X 6-8 SHOWN I - C3 ODL 3/4" O.A. VENT LITE NON -IMPACT INTERIOR 1/8"TEMPERED 118"TEMPERED INTERIOR 3/4"O.A. S DE 9 SIDE GLASS GLASS SIDE 1/2"AIRGAP 2 INTERIOR 1/8' TEMPEREDRINTERIOROR SIDE SIDE 1f8" TEMPERED T 1,2 GLASS 1 314" 1' MAX. 1" MAX. BITE EXTERIOR 1 3/4" 3/ SIDE T-T f 3/4" A 3/4" A3/4" AIRSPACE 3/4"AIRSIPACESIR. PAC 3/8"MI 3,8" MI3/8"MIN, GLASS 3/8" MIN. GLASSN, N GLLA ASS BITE13/8" BITE BITE13/8" 1 1/ 1 1/2 " DETAIL B3 DETAIL B3 13A RETAIL C3ODLNON -IMPACT GLAZING DETAIL ODL SMART FRAME ODL VENT FRAME u') A3 NON -IMPACT GLAZING DETAIL MOWMPAQ BOX SIDELITE MULL I N N - IF NN o MAX, 4 UNITS EXAMPLE: OXXO, OXO, OX Z, v 0 T DETAIL A3 6) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT iiil_ ON SHEET 1 8 X 3' PFH FOR STRIKE PLATE EXTERIOR INSWING OPERATING UNIT INTERIOR W/ OPTIONAL SURFACE 135-LT VERTICAL CROSS SECTION HEAD JAMB 1 t *MIN. E 83 0, 1/4" MAX, SHIM tj L 1'MIN SEE NOTE #7 ON SHEET 1 EXTERIOR 8 MIN- 0 FIXED UNIT HORIZONTAL CROSS SECTION INTERIOR17 INSWING SHOWN 1>1-MIN. 1" MIN. 1 1 1. 4 1 1/2'IMIN. EMB. L t T- 1/4" MAX. SHIM SEE NOTE #7 EXTERIOR ON SHEET 1 INSWING OPERATING UNIT VERTICAL CROSS SECTION HEAD JAMB 1" MIN. 1' MIN. 1 1/2" MIN. EMS. INTERIOR lo 114' MAX SHIM EXTERIOR SEE NOTE #7 ON SHEET I HINGE DETAIL: TOP = 6 SCREWS (ITEM #8),2 SCREWS (ITEM #6) CENTER = 8 SCREWS (ITEM #8) BOT--TOM= 8 SCREWS (ITEM #8) cor Npx W6r7iliiiij !f-ww, INTERIOR SEE NOTE A I 4 1 ON SHEET 1 1/4" MAX, 1 1/ 2"MIN, SHIM EMBED. INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION OPTIONAL WOOD BOTTOM RAIL OPTIONAL WOOD % INSWING FIXED OR BOTTOM OPERATING UNIT RAIL %VERTICAL CROSS SECTION ENDURA ZAIL4566 4 2 EXTERIOR INTERIOR Al 4 1 1/ MIN, EMBED, INTERIOR 1 k 1- MIN 1" MIN EXTERIOR 8 X 3" PFH FOR STRIKE PLATE 4 1" MINC INSWING OPERATING UNIT NOTES: W1 OPTIONAL SURFACE BOLT x ffFORPLACEMENT OF ITW TAPCON ANCHORS 2X BUCK OR 1X BUCK CONCRETE/MASONRY IN VERTICAL CROSS SECTION 1 1566# v?#TLAIwOPENINGS, SEE SHEET 5 0 1- MIN, Q OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTIONOFHEADORJAMBASLONGAS MINIMUM EMBEDMENT AND EDGE 7_ 1/4' MAX DISTANCE ARE ACHIEVED. SHIM 1 1/ 2'MIN. ITEM #6, (# 9 X 2 1 f2-) TWO SCREWS TO BE lz>NSTALLEDEMBED. IN TOP HINGE AT JOB SITE,RI ti: CLOSEST TO WEATHERSTRIP. 398 E. 33 INSWING HINGE JAMB AT FRAME D HORIZONTAL CROSS SECTION ID AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUP CE 3PE NO. 2957f OTHERS 1 1 MIN. MIN. IN Itti 4- EMBED j-1 114* MAX. 1/4' SHIM MAX INTERIOR SEE NOTE #7 SHIM EXTERIOR ON SHEET 1 8 X 3' PFH FOR SEE NOTE #7 INSWING OP -RATING UNITINSWING0 STRIKE PLATE ON SHEET 1 VERTICAL CROSS SECTION HEAD JAMB I IWMIN, EMBED. CD 114- MAX SHIM INTERIOR MINN 11 I'MIN. EX TERIOR mil, I* MIN, SEE NOTE #7 FIXED UNIT ON SHEET 1 HORIZONTAL CROSS SECTION INSWING SHOWN 11 MIN. I' MIN, - V MIN, CONCRETE/MASONRY BY OTHERS z 1/4* MAX OPTIONAL-W SHIM WOOD SEE NOTE #7 EXTERIOR INTERIOR BOTTOM EXTERIORI INTERIOR ON SHEET 1 RAIL INSWING FIXED UNIT VERTICAL CROSS SECTION 1 114' MIN. HEAD JAMB EMBED INSWING OPERATING UNIT " X 3' PFH FOR W/ OPTIONAL SURFACE BOLT STRIKE PLATE i 1" MIN VERTICAL CROSS SECTION INSWING OPERATING UNIT HEAD JAMB VERTICAL CROSS SECTION W/ OPTIONAL SURFACE BOLT 1 14"MIN. ENDURA ZAIL4565 EMBED HINGE DETAIL: TOP= 6 SCREWS (ITEM #8),2 SCREWS (ITEM #6) 2 CENTER = 8 SCREWS (ITEM #8) BOTTOM = 8 SCREWS (ITEM #8) CONCRETE/MASONRY BY OTHERS I Ii4"MIN I 1' MIN. EMBED 1" MIN, T- 1 1/4' MIN. MIN. EMB! I'MIINL \xx SEE NOTE #7 1" MIN. 1. MIN. 1" MIN. I ON SHEET I 114'M., /- SEE NOTE #7 5 SHIM xIWON SHEET I MAX. x 1114" MIN, SHIM EMBED. EMBED. 1" MIN. INSWING HINGE JAMB AT FRAME INSWING LATCH JAMB AT FRAME MIN. I HORIZONTALCROSSSECTIONHORIZONTALCROSSSECTION \NNT- Ilk' MAX, NOTES: SHIM OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETE/MASONRY BY OTHERS EMBED ITEM # 6, (#9 X 2 112-) TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT, (NOT USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JAMB 1' MIN. 1MIN - ----- MASONRY BYOTHERS MAX. INTERIOR SHIM EXTERIOR SEE NOTE # 7 INSWING SHEET 1SWINGOPERATINGUNIT VERTICAL CROSS SECTION OPTIONAL 1X BUCK igrRAIL OPTIONAL Woo BOTTOM TERIOR ' INTERIOR T-T- INSWING FIXED OR OPERA77NG UNIT VERTICAL CROSS SECTION ENDURA ZAIL4566 MIN INTERIOR go EXTERIOR SEE ITEM # 7 ON SHEET I lY4* MAX. V. SHIMINSWING OPERATING UNIT HORIZONTAL CROSS SECTION OPTIONAL 1X BUCK CL 2 3 Li LwNOTE: L SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR LL o IS REQUIRED 12-0 X 6-8 INSWING 60)ANCHOR LOCATIONS FROM EDGE OF FRAME) 0- E 10 to LL 9-0 X 6-8 INSWING 6-0 X 6-8 INSWING 46)ANCHOR LOCATIONS p2ANCHOR LOCATIONS FROM EDGE OF FRAME) (FROM EDGE OF FRAME) F__._ 77. . p E. --.. i, , .7. 1| | l i U | '| | | Ul 8- 4 X 6-8 INSWING 44) ANCHOR LOCATIONS FROM EDGE OF FRAME) DETAIL A6 12) ANCHOR LOCATIONS ATMUL POST ORDOUBLE-BACK JAMBS 3-Q80EUTESONLY) ou',v 74"MAX. O.A. FRAME 111 1/2" MAX. O.A. FRAME 37 1/2" MAX. O.A. FRAME '- 6" TYP. 6" TYP.— 6"TYP. -- 6" 6" TYP. TYR D71 D71 D7 D71iILI a: J Lu y I B7 7 LL 23 x 4 5 x T. TNOTE: I I SHIM FOR SUPPORT AT 1 >_ 0- to OR NEAR EACH ANCHOR I w 2 FISREQUIRED 0 E7 E7 — E7: 0 E7IT3- 0 X 6-8 INSWING 15) ANCHOR LOCATIONS 6-0 X 6-8 INSWING 6z 9-0 X 6-8 INSWING SIDELITE / ACTIVE PANEL (FROM EDGE OF FRAME) (32) ANCHOR LOCATIONS (FROM EDGE OF FRAME) (46) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 151/ 2" MAX. O.A. 53" MAX. O.A. FRAME FRAME q 3"TYP.— 6" TYP 3" TYP. II 0, 0- ul tj LL co C7 0 o I I j 3" 68 1/2"MAX. O.A. FRAME TYP. 1- 2 X 6-8 SIDELITE 1 4-2 X 6-8 INSWING 5-4 X 6-8 INSWING 14) ANCHOR LOCATIONS (24) ANCHOR LOCATIONS (30) ANCHOR LOCATIONS FROM EDGE OF FRAME) (FROM EDGE OF FRAME) 6* TYP. (FROM EDGE OF FRAME) F- 9"Typ. 9* TYP. TTYP. 6- TYP. 3' TYP. 1,, T zo I T X ( L 0 89 1/ 2" MAX. O.A. FRAME 3"TYP. 6 TYP. L 4- C7 E7 x a: >- 11 E7 E71 T 1LLLL 0 7- 2 X 6-8 INSWING 38) ANCHOR LOCATIONS FROM EDGE OF FRAME) t 4=— P, 2 #8 X 3" PFH SCREW I- BOTTOM SHOOT - BOLT INSERT PLUG X X DETAIL B7 12) ANCHOR LOCATIONS f 1- TOP ASTRAGAL AT ASTRAGAL DETAIL C7 DETAIL D7STRIKE PLATE DETAIL E7 6) ANCHOR LOCATIONSATMULLHEADERSTRIKEPLATE SILL PLUG INSERT POST OR DOUBLE -BACK JAMBS 1-2 SIDELITES ONLY AT ASTRAGAL AT ASTRAGAL jillill't " ml Bus i ne%,, Product Approval Professi la USER: Public User Product-9-r-ft"I f,, "tj n_$garo > Apggjca(ion i [ Application Detail FL # FL14039-RI Application Type Affirmation Code Version 2010 Application Status Approved 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 540) 484-6463 dstammen@plygemwindows.com Travis Arthur tarthur@plygemwindows.com Windows Single Hung RF*0N SANFORD A Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Kristina S. Daugherty, P,E. PE-68455 National Accreditation & Management Institute 12/31/2017 Steven M. Urich, PE Validation Checklist - Hardcopy Received EL Standard Year AAMA/WDMA/CSA 101/1.S.2/A440 2005 JI 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. Documentation from approved Evaluation or Validation Entity Yes No N/A http://www.floridabuilding.org/pr/pr—app_dtl.aspx?paran-i=wGEVXQwtDqtGLR%2byCBy... 8/4/2014 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 14039.1 -----T4712/4812 Single Hung Limits of Use Approved for use in HVHZ,. No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +50/-60 Other: ELLAQ29-JU-0-c— -5AI!4 a Method I Option D 03/06/2012 03/06/2012 03/15/2012 Description 4712FL/4712F/4812F Single Hung Installation Instructions CAM, R1-1LRaWD2a,P& R-(j9D3-0-A5,-1-ESTEPpqf Verified By: Kristina S. Daugherty, P.E. PE 68455 Created by Independent Third Party: Yes Evaluation Reports ELL4Q"_R1 ALTjAAjZj-pdf Created by Independent Third Party: Yes QFttAzM;: ftnt-852-0 - The State of Florida is an AA/EEO employer. pjjyftr :; 95 :: Refund 5ta[ement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.275(l), 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 emads 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 here . Product Approval Accepts; ME 0 Fq M M"CUritVIU 11— , Mm http://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqtGLR%2byCBy... 8/4/2014 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER Of ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 21/21NCH Of THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION Of TOLERANCES). TOLERANCES ARE NOT CUMULAVVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE 11) 3116 INCH ITW TAPCON PER LOCATION Of SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) #10 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) #8 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. S. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED IN ACCORDANCE WITH FBC SECTION 2003.8.4. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE Of BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSJ- 8. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I JOR GREATER). C. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS- (20 GUAGE) PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) ENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANO MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/15.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY Of THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. SUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY Of THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE If SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUM)NUA! 6063-T5 7, GLASS MEETS THE REQUIREMENTS OF ASTM E130D GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS.. 8. DESJGNATIOA5 X" AND "O" STAND FOR THE FOLLOWING: X. OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 ENERAL IS INSTALLATION NOTES 2 - ELEVATIONS A ANCHOR LAYOUTS 3 - 4712FL VERTICAL 8 HORIZONTAL SECTIONS 4 4712F VERTICAL 6 HORIZONTAL SECTIONS 3 - 4812E VERTICAL 6 NORIZONITAL SECTIONS 6 - COMPONENTS 6 SILL OF MATERIALS PRODUCT OVERALL SIZE OP RATING MISSILE IMPACT RATIW WIDTH HEIGHT 4712F 48" 84" 50 /- 60 PSF NOT RATED 4712F 53" 72" 50 I- 60 PSF NOT RATED 4712FL 48" 84" 50 I- 60 PSF NOT RATED 4712FL 53" 72" 50 I- 60 PSF NOT RATED 4812E 48" 84" 50 /- 60 PSF NOT RATED s Pay, G,MNfEM 433 N JMIN ST.. PO i0X 559, ROCKY 0,01.NT, VA 24153 PH: 54W84.6348 FX: 540-484#693 Ma izUV iz N ; Z 47i ••- O C CarAzY x V 2 0 NF elf ti D 1 y 1TI•a 3 h O m n D jw V) CO _ V Z D a6 U V) DWG #: PGW029 SHEET: q OF 6 UNIT MAX. WIDTH 53.w D.L.O MAX. WIDTH 49.44" 3 4 I) D 3 # . 0. UNIT MAX. HEIGHT 72.00" H 4 1 A E 3 4 SASH MAX. WIDTH 51.25" ELEVATION D.L.O MAX. WIDTH 44.31" D.L 0. MAX. Xo D HEIGHT 5 3 33.25" UNIT MAX.. HEIGHT 84.00" SASH MAX. HEIGHT 36.31" 1 SEE ANCHOR SEE ANCHOR ' SCHEDULE SCHEDULE SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE UNIT WIDTH 48.00" 5 3 4 k" SASH MAX. y, WIDTH 46.25" ELEVATION Aft Pt_y GEMWINDOWS 433 N. MAIN ST, PO BOX 559, ROCKY MOUNT, VA 24t51 PH: 540-484-6348 FX: 540-484-6683 m Dl0. MAX. HEIGHT 45.56" SASH MAX. u H HEIGHT 35.88" a cv54d a O Z Q Gwr Lo. 5 v Z ula Kz 3c a F Q EDGE HEAD SILL 1 JAMB O.C. CORNER ANCHOR TYPE INSTALLATION QTY PER SUBSTRATE EMBEDMENT DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) (IN.) (IN.) 8 SELF -TAPPING FIN i STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLANGE i CONCRETE/MASONRY 1.25 2.5 20 20 4 10 SELF-TAPPIN6 FLANGE 1 STEEL STUD 3 THREADS N/A 20 20 4 Z O V) r- LN Wtiuj T oO cD h m O u3 M 3 i14 KQZOF 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A IX WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 3 THREADS MIN. ENGAGEMENT 2 1/2" MIN. EDGE DISTANCE #10 SELF -TAPPING SCREW — INSTALLATION ANCHOR 11/4" MIN. EMBEDMENT PERIMETER CAULK 1 1/4' MAX. WINDOW BY OTHERS ' 15 SHIM SPACE HEIGHT / t SEE 61-AZING EXTERIOR DETAIL INTERZC+R g VERTICAL SECTION HEAD - IX WOOD/CONCRETE/MASONRY 4712 FLANGE EXTERIOR INTERIOR SEE &LAZING DETAIL 1 1 12 O.A. WINDOW HEIGHT STRUCTIJRAL6ZADE SILICONE BY OTHERS— 2 f SHIM SPACE EXTERIOR FINISH J BY OTHERS IX WOOD BUCK A, BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A 1X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS t VERTICAL SECTION t SILL - IX WOOD/CONCRETEIMASONRY 4712 FLANGE 1/4' MAX. SHIM SPACE INTERIOR METAL STUD FRAMZNb 'kl " I GSELAZING IBYOTHERS SHEATHING BY OTHERS EXTERIOR EXTERIOR FINISH 372BYOTHERS: O.A. PERIMETER CAULK jjfi" WINDOW = BY OTHERS WIDTH HORIZONTAL SECTION JAMB • STEEL STUD FRAME 4712 FLANGE 1-- 1 1/4" MIN. I EMBEDMENT 1/4' MAX. CONCRETE/ MASONRY BY OTHERS SHIM SPACE CAULK BETWEEN CONCRETE/ MASONRYAIX WOOD BUCK BY OTHERS INTERIOR 1X WOOD BUCK BY OTHERS 3/16' ITW TAPCON 4 INSTALLATION ANCHOR 3 15 2 112" MIN. EDGE DISTANCE SEE GLAZING DETAIL i EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH HORIZONTAL SECTION JAMS lXWOOD/CONCRETE/MASONRY 4712 FLANGE PlyGEMWINDOWS 433 M MAD ST., PO BOX 559, ROCKY MOUMT, VA 24151 PH: W-484-6348 FX: 546,484-6"3 4 Z O m 0 Y COZ < v vwi LOB Lu0a '> V) Z 0 Z UJ M O Tto V, m1J Jtn 3 iY Q'z o v VG #: P&W029 IEET: 3 OF b 3 THREADS MIN. SHEATHING ENGAGEMENT By OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS tr5 1/4" MAXO,A. WINDOW 15 SHIM SPACE HEIGHT SEE GLAZING DETAILI EXTERIOR INTERIOR I EXTERIOR O.A. WINDOW HEIGHT i VERTICAL SECTION HEAD - 1X WOOD/CONCRETE/MASONRY 4712 FIN SEE GLAZING DETAIL I 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS INTERIOR I/4'MAX, SHIM SPACE PERIMETER CAULK BY OTHERS EXTERIOR FINISH METAL STUD FRAMING By OTHERS IBY OTHERS SHEATHING 8 SELF -TAPPING SCREW BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT VERTICAL SECTION SILL - PRECAST CONCRETE 4712 FIN 1/4"MAX. SHIM SPACE 8 SELF -TAPPING SCREW_ INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 3 THREADS MIN. ENGAGEMENT SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK 7t O.A. BY OTHERS WINDOW WIDTH GA HORIZONTAL HORIZONTAL SECTION 4 JAMB - STEEL STUD FRAME 4712 FIN EXTERIOR JH-N, VERTICAL SECTION MEETING RAIL INTERIOR PLY GEM 433 N —IN ST, PC BOX 559, ROM #,OLNT, VA 24151 M W-494fi348 FX W-49"M SEE GLAZD46 DETAIL I ttDDoz c zo 3 Lu W z U) EXTERIOR INTERIOR z LuLun SHEET: 4 OF 6 BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT j SEEGLAZING—,/ DETAIL I EXTERIOR 3 THREADS MIN. ENGAGEMENT #8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 3/4" O.A. INSULATED GLASS INTERIOR DOW 1199 SILICONE ti J VERTICAL SECTION q / HEAD - IX WOOD/CONCRETE/MASONRY 1 4812 FIN 112" MIN. 6LA55 SITE SEE GLAZING DETAILS I EXTERIOR O.A. WINDOW HEIGHT PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 15 GLAZING DETAIL 1 2 INTERIOR NOTE: 1/4" MAX. GLASS THICKNESS AND TYPE SHIM SPACE MAY VARY PER ASTM E 1300 GLASS CHART REQUIREMENTS METAL STUD FRAMING BY OTHERS 8 SELF -TAPPING SCREW 3THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT VERTICAL SECTION Slit . PRECAST CONCRETE 4912 FIN v SHIM SPACE 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 3 THREADS MIN. ENGAGEMENT SHEATHING BY OTHERS EXTERIOR FINISH / SO BY OTHERS // PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH HORIZONTAL SECTION C, 3AM8-STEEL STUD FRAME 4812 FIN 1/4" MAX. INTERIOR w PLY GEMWINiOws 433 N. MAIN ST.. PO BOX 5". ROCKY MOUNT. YA 24151 PH W.484-0348 FX 540-4"-6"3 m O a bSEE64.AZ3N6 xNDETAIL N 3 V1 < si 4LOZ-Ca y NX pZ Z a 00 p 1=y;Z EXTERIOR 0 w 3 3 SHIM SPACE O ZO H 8 SELF-TAPPI146 SCREW > INSTALLATION ANCHOR L w0 METAL STUD FRAMING BY OTHERS 10 p INTERIOR 3 THREADS MIN. Z 15 ENGAGEMENT SHEATHING ' p 1 BY OTHERS z' r e 0 16 ExTERIORFINISH'•% SEE GLAZING BY OTHERS ifs' DETAIL 1 PERIMETER CAULK BY OTHERS O 1-:Z z EXTERIOROA S Y u Z WINDOW p u A WIDTH DWG #: HORIZONTAL SECTION_ P+GW029 Tj JAMS - STEEL STUD FRAME SHEET: 4812 FIN OF 4712FL FRAME - HEAD 4712F FRAME - SILL6ALUMINUM TYPICAL WALL THICKNE55: 062' 2,484"-- L= 3.29T1 1 r ALUMINUM TYPICAL WALL THICKNESS:.06 2.43• t-- I 1 7.285' - 11 SASH - HEAD ALUMINUM TYPICAL WALL THICKNE55:.062• 65• 77r 1.3 2 4712FL FRAME - SILL ALUMINUM TYPICAL WALL THitKNE55: .06r 2.797" rA1 2.431' 4712F FRAME - JAMB ALUMINUM TYPICAL WALL THICKNESS:.050' 12 SASH - SILL ALUMI AIM TYPICAL WALL THICKNE55:.062' 4712FL FRAME - JAMS 4712FL - JAMB CLIP ALUMINUM (,/ ALUM IN U M TYPICAL WALL THICKNESS:062' iYfTCAL WALL THICKNESS:.062" i 2.431" 1 2.269' 4812F FRAME - HEAD ALUMINUM TYPICAL WALL THICKNESS:.062" 3.785" t 2.43' --1 SASH -JAMBi3 ALUMINUM TYPICAL WALL THICKNESS:.062' 1,096' L61T +- ATI1 nf: UATPDTAi 2.30V L 4812F FRAME - SILL9ALUMINUM TYPICAL WALL THICKNESS:.062" 2.487- -- 4 f 1 3.2597' 1 MEETING RAILi4ALUMINUM TYPICAL WALL THICKNE55:.062" 1.297' 2.24' N1O, PART NUMBER DESCRIPTION MATERIAL ! MANUFACTURER 1 11068 4712FL FRAME - HEAD ALUMINUM PLY GEM 2 11929 4712FL FRAME - SILL ALUMINUM PLY GEM 3 11070 4712FL FRAME - JAMB ALUMINUM PLY 6EM 4 11451 4712FL - JAMB ANCHOR CLIP ALUMINUM PLY 6EM 5 10372 4712F FRAME - HEAD ALUMINUM PLY GEM 6 11927 4712F FRAME - SILL ALUMINUM PLY GEM 7 10374 4712E FRAME - JAMB ALUMINUM PLY 6EM 8 10379 4812F FRAME - HEAD ALUMINUM PLY GEM 9 11928 4812F FRAME - SILL ALUMINUM PLY GEM 10 10381 4812F FRAME - JAMS ALUMINUM PLY 6EM 11 11622 SASH - HEAD ALUMINUM PLY 6EM 12 11926 SASH - SILL ALUMINUM PLY 6EM 13 10377 SASH - JAMS ALUMINUM PLY 6EM 14 11623 MEETING RAIL ALUMINUM PLY 6EM 15 V-490 TYP. GLAZIN6 BEAD VINYL PLY GEM 16 V - 7145 FIXED JAMB SHIM ALUMINUM PLY 6EM 77 V - 7139 SASH SHIM ALUMINUM PLY 6EM 18 V-7140 SCREENSEEN RETAINER ALUMINUM PLY GEM 4712F FRAME - HEAD ALUMINUM TYPICAL WALL THICKNESS 062' 2A3" Pj7.7 4812F FRAME - JAMSiQ ALUMINUM TYPICAL WALL THICKNESS:.062• 6LAZINGBEADi VINYL 0 645' 90PLY GEM 433 N. MAV4 ST- PO BOX 5". ROCKY MOUNT. VA 24151 PfI 540-484430 FX' 540 484-6683 t m cvain m$ v q Z u m OZ n w w m w q 4 Z o Z 2 q v L «A 3s O a F 4 DT m1OmD u1 3 S Y Q Z D v VG #: P& W029 IEET: L OF Revision Response to Comments 1 Permit# 1— City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date (. - 5-- 14 Project Address: L4 / &4CA cer Contact: f A ,-J 4 I-P—, Ph: Fax• Email: Trades encompassed in revision: General description of revision: Building Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building t PLAT GF SURVEY' FOR TIUUNIR CLKYTON UUNTJY, , e'L'-0HIjA Lot 1 7, "it'iNi LANTA, THIIHI) SECTION, according to the i'lat thereof as recorder in Flat 50o< 13, 1'age 75 of the Fublic iie-ords of Seminole vounty, Florida. 3UAV1MRf3 CEJRTi*IUGATE This is to certify that I have made a Location Survey of the above described property and the lat h}!4reon 13 a correct representation of the same. L aftW poll R 1107 4,..V(,., S,nford, Florida VALE NCI A COURI NORTW 50'Ft/-w ti 2 4' 2 (*. 7* k; g T PI Vi cc C0 In iv E- A5T C AST 104' S(. 4VE V 30, 77- 45 9 RAY VALDES 2013 REAL ESTATE TAX BILL NUMBER 019764 SEMINOLE COUNTY TAX COLLECTOR NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS g. Ml fAlillagul'• A 31-19-31-505-0000- 1570 APPLICABLE VALUES AND EXEMPTIONS BELOW S 1 R LEG LOT 157 SAN LANTA 3RD SEC PB 13 OEM PG 75 CLAYTON TURNER OR 1401 MARA CT SANFORD FL 32771 r1 8.3610 53 972 28,972 25,000 25,000 CHOOL 53,972 28,972 25,000 8.2i ll-, ST JOHNS WATER MANAGEMENT 3 PAY ONLINE WWW.SEMINOLETAX-ORGILEVYINGAUTHORITYRATEAMOUNT COMBINED TAXES AND ASSESSMENTS NOV# RAY SEMINOLE COUNTY TAX COLLECTORNOTICE OF PROPERTY I,D NUMBER 31-19-31-505-0000-1570 CLAYTON TURNER OR 1401 MARA CT SANFORD FL 32771 VALOREM ASSESSMENTS importantSee reverse side for BY JAPi BY 21:11 BY MAR 31 66 1•- 2013 REAL ESTATE TAX BILL NUMBER 019764 tREM TAXES • • t VALOREM MILL'AGE CODE';: APPLICABLEi EXEMPTIONS SEC ., 13 Im i BY MAR 31 2NEAMOUNT521.23 526 s '537.52 54L2.5 0200 0031193150 500001S704 000000000 00000 00000542951 20131 P OFFICE FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CLAYTON REMODEL Builder Name: OWNER / BUILDER Street: 1401 MARA COURT Permit Office: SA,N FORD City, State, Zip: SANFORD , FL, 32771- Permit Number: %"" - /511151 Owner: TURNER CLAYTON JR Jurisdiction: 691500 Design Location: FL, Sanford 1. New construction or existing Addition 9. Wall Types(641.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=6.0 641.33 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 1(1) d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (706.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 706.00 ft2 6. Conditioned floor area above grade (ft2) 706 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(92.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 171 a. U-Factor: Dbl, U=0.54 92,00 ft2 SHGC: SHGC=0.33 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 41.0 SEER:15.00 c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 40.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.330 14. Hot water systems - None required a. Cap: N/A8. Floor Types (706.0 sqft.) Insulation Area EF: 0.000 a. Slab -On -Grade Edge Insulation R=0.0 706.00 ft2 b. Conservation features b. N/A R= ft2 c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.130 Total Proposed Modified Loads: 11.87 PASSTotalStandardReferenceLoads: 16.88 1 1 hereby certify that the plans and specifications covered by Review of the plans and TliE ST41' this calculation are in compliance with the FIorjda Energy specifications covered by this 1.Qf ,0 Code. calculation indicates compliance PREPARED BY: _ with the Florida Energy Code. Before construction is completed f Q DATE: _ _ `= _ A" _ __ this building will be inspected for. compliance with Section 553.908 I hereby certify that this building, as designed, i ` n compliance Florida Statutes. with the Florida Energy ode. 000 WE OWNER/AGENT BUILDING OFFICIAL: DATE: - .. J DATE:-1L-I Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/20/2014 12:44 PM EnergyGaugeBl USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 ENERGY PERFORMANCE LEVEL (EPL) ESTIMATED ENERGY PERFORMANCE INDEX* = 70 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows— Description a. U-Factor: Dbl, U=0.54 SHGC: SHGC-0.33 b. U-Factor: N/A SHGC: c, U-Factor: N/A SHGC: d, U-Factor: NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 1401 MARA COURT, SANFORD, FL, 32771- Addition Single-family I 1 (1) No 706 Area 92,00 W 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=O.O b. N/A R= c. N/A R= Ai ft2 ft2 2.000 ft. 0,330 Area 706.00 ft2 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b, N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b, N/A c, N/A 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14, Hot water systems - None required a. b. Conservation features 15. Credits 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 colnpliant features. Builder Signature Date: Address of New Home: City/FL Zip: Insulation Area R=6.0 641.33 ft2 R= ft2 R= ft2 R= Itz Insulation Area R=30.0 706,00 ft2 R= ft2 R= ft2 R ft2 6 171 kBtu/hr Efficiency 41.0 SEER:15.00 kBtu1hr Efficiency 40,0 HSPF:9,00 Cap: N/A EF: CF, Pstat v1KE S 7-4 0 611a 'lMOO/ 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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software PROJECT Title: CLAYTON REMODEL Bedrooms: I Address Type: Street Address Building Type: User Conditioned Area: 706 Lot # Owner: TURNER CLAYTON JR Total Stories: I Block/SubDivision: of Units: I Worst Case: No PlatBook: Builder Name: OWNER / BUILDER Rotate Angle: 0 Street: 1401 MARA COURT Permit Office: SANFORD Cross Ventilation: County: SEMINOLE Jurisdiction: 691500 Whole House Fan: City, State, Zip: SANFORD, Family Type: Single-family FL, 32771- New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume I Blocki 706 5648 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 706 5648 No 2 1 1 Yes Yes Yes FLOORS v# Floor Type Space Perimeter R-Value Area Tile Wood Carpet I Slab -On -Grade Edge Insulatio Main 81 ft 0 706 ft2 02 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 765 ft2 0 ft2 Medium 0.85 No 0.9 No 0 22.6 ATTIC V1 Type Ventilation Vent Ratio (1 in) Area RBS IRCC I Full attic Vented 300 706 ft2 N N CEILING v# Ceiling Type Space R-Value Area Framing Frac Truss Type I Under Attic (Vented) Main 30 706 ft2 0.11 Wood 5/20/2014 12:44 PM EnergyGauge4D USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV # Ornt TO Wall Type Space R-Value Ft In Ft In Area R-Value,Fracfion Absor. Grade% 1 N Exterior Concrete Block - Int Insul Main 6 27 8 216.0 ftz 0 0A 0 2 E Exterior Concrete Block - Int Insul Main 6 26 2 8 209.3 ft2 0 0A 0 3 S Exterior Concrete Block - Int Insul Main 6 27 8 216.0 ft2 0 0.4 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening I N 1 Vinyl Low-E Double Yes 0.54 0,33 15.0 ft2 2 ft 0 in I ft 4 in Drapes/blinds None 2 N 1 Vinyl Low-E Double Yes 0,54 0,33 15,0 ft2 2 ft 0 in 1 ft4 in Drapestblinds None 3 E 2 Vinyl Low-E Double Yes 0.54 0.33 12.0 ft2 2 ft 0 in I ft 4 in Drapes/blinds None 4 E 2 Vinyl Low-E Double Yes 0.54 0.33 20,0 ft2 2 ft 0 in 1 ft4 in Drapes/blinds None 5 S 3 Vinyl Low-E Double Yes 0,54 0,33 15.0 ft2 2 ft 0 in 1 ft4 in Drapes/blinds None 6 S 3 Vinyl Low-E Double Yes 0.54 0.33 15.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACM ACH 50 1 Wholehouse Best Guess .0003 555.6 30.5 57,36 219 5,9018 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts I Electric Heat Pump None HSPF: 9 40 kBtu/hr I sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts I Central Unit None SEER: 15 41 kBtu/hr 1367 cfm 0.79 1 sys#1 SOLAR HOT WATER SYSTEM VFSEC Collector Storage Carl # Company Name System Model # Collector Model # Area Volume FEF ft2 DUCTS Supply Return -- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Coot 1 Attic 6 171 ft2 Main 10 ft' Default Leakage Main Default) (Default) 1 1 5/20/2014 12:44 PM EnergyGauge(D USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Appr XI Jun XI Jul Aug S pOct0 Nov Dec He JanH H Feb ki Mar A r MMayay Jun Jul ArI SepXj Oct Nov Dec Ve Jan Feb Mar Apr May Jun Jul Aug Sep Oct Xj Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/20/2014 12:44 PIVI EnergyGauge<g) USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1401 MARA COURT PERMIT #: SANFORD, FL, 32771- mm—m—m—mm MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402A To be caulked, gasketed, weatherstripped or othe wise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft, Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 4031 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker electric) or shutoff (gas). Circulating system pipes insulated to = R-2 accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403,9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 4016 Sizing calculation performed & attached, Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat > 1 OkW must be divided into two or more stages. Ceilings/knee walls 405,2.1 R-19 space permitting. 5/20/2014 12:44 PM EnergyGaugeOD USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 Manual S Compliance Report Entire House BARNES HEATING & AIR CONDITIONING 915 W 2ND STREET, SANFORD, FL 32771 Phone: (407) 323-3517 Fax: (407) 321-5579 License. CAC036824 For: CLAYTON ADDITION 1401 MARA COURT, SANFORD, FL 32771 E= • Job: 1401 MARA COURT Date: Apr 16, 2012 By: TRICIA HIGGINS Outdoor design DB: 93.0°F Sensible gain: 31779 Btuh Entering coil DB: 75.6°F Outdoor design WB: 75. VF Latent gain: 5366 Btuh Entering coil WB: 62.6°F Indoor design DB: 75VF Total gain: 37146 Btuh Indoor RH: 50% Estimated airflow: 1367 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: ASZ140421A*+ASPF426016E* Actual airflow: 1367 cfm Sensible capacity: 29609 Btuh Latent capacity: 8081 Btuh 93% of load 151% of load Total capacity: 37690 Btuh 101% of load SHR: 79%<77 Design Conditions Outdoor design DB: 42XF Heat loss: 30529 Btuh Entering coil DB: 69.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: ASZ140421A*+ASPF426016E* Actual airflow: 1367 cfm Output capacity: 41000 Btuh 134% of load Capacity balance: 41 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1367 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF The above equipment was selected in accordance with ACCA Manual S. 2014-May-20 12 34 23Woghtsoft, Right-SufteO Universal 2013 13,0,12 RSLO8373 Page 1 s0ocumentsWightsoft F(VAC11 401 MARA COURT run Calc = MJ8 Front Door faces, W Component Constructions Job: 1401 MARA COURT Date: Apr 16, 2012 Entire House By. TRICIA HIGGINS BARNES HEATING &AIR CONDITIONING 915 W. 2ND STREET, SAWORD, FL 32771 Phone, (407) 323-3517 Fax, (407) 321-5579 License: CAC036824 For: CLAYTON ADDITION 1401 MARA COURT, SANFORD, FL32771 Location: Indoor: Heating Cooling Orlando Sanford AR FL, US Indoor temperature CF) 70 75 Elevation: 56 ft Design TD (OF) 28 18 Latitude: 29ON Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 22.9 38.1 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 (M Method Simplified Wet bulb (OF) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain ft, fthM-'F ftl-'FMWh fthff RUh fthlff Ruh Walls BLOCK WALL R3: Blk wall, 8" thk n 194 0,333 3,0 9.22 1789 8.62 1673 e 146 0,333 3,0 9.22 1347 8.62 1259 s 218 0,333 3.0 9.22 2011 8.62 1880 w 289 0.333 3.0 9.22 2666 8.62 2493 eA 647 Q.m AJQ 9,22 78l 3 8.62 7305 CONCRETE BLOCK STUCCO 1 X2 FURRING STRIP R 6: Bk wall, n 186 0,166 6.0 4,60 855 4.30 800 1 X 2 FURRING STRIPOVER + 3/4 AIR CAVITY e 191 0.166 6.0 4,60 8W 4.30 822 s 186 0,166 6.0 4,60 855 4.30 800 at 563 0.166 6,0 4.60 2590 4,30 2422 Partitions none) Windows I A-clom. I 45', medium; 50% outdoor insect screen; 2 It overhang (5 ft window ht, 1 It sep.); 6.67 ft head ht DOUBLE INSULATED LOW E GLASS: 2 glazing, cir low-e outr, argon gas, vnI frm mat, cir innr, 1/4'gap, 1/8"thk NFRC rated SHGC=0.33); 50% blinds 45*, medium; 50% outdoor insect screen; 2 ft overhang (5 ft window ht, 1 It sep,); 6.67 It head ht 1 A-cl om: I glazing, cIr giz, mt] no brk frm mat, 118"thk 50% blinds 451, medium; 50% outdoor insect screen; 2 It overhang (3 It window ht, I ft sep.); 6,67 ft head ht DOUBLE INSULATED LOW E GLASS: 2 glazing, cIr low-e outr, argon gas, vnI frm mat, clr innr, 1/4!'gap, 1/8" thk; NFRC rated SHGC=0,33); 50% blinds 45', medium; 50% outdoor insect screen; 2 ft overhang (2 It window ht, 1 It sep.); 6.67 ft head ht DOUBLE INSULATED LOW E GLASS: 2 glazing, cir low-e outr, argon gas, vril frm mat, cir innr, Ibf gap, 1/6'thk NFRC rated SHGC=0.33); 50% blinds 45*, medium; 50% outdoor insect screen; 2 It overhang (6.8 It window ht, 1 It sep.); 6.67 It head ht IN M t271a a 352 V3S5 30.2 907 n 30 0,540 0 15.0 449 13.5 404 S 30 0.540 0 15.0 449 13.5 404 all 60 0540 0 15.0 897 135 808 e 9 1270 0 35,2 317 62.4 562 s 6 1270 0 35,2 211 30.2 181 4 45 1.279 a Z5.2 52$ 49.5 743 e 6 0,540 0 15.0 90 27.0 162 e 19 0540 0 15.0 280 317 592 7L11. 1rwrighftOft' Rtqht-SufteO UnNersat 2013 13,0 12 RSLO8 2014-May- 20 12 34 23 A - 373 Page 1 skDocurnentsWrightsoft HVAC11401 MARA COURT rup Calc = MJ8 Front Door Wes W Project Summary Entire House BARNES HEATING &AIR CONDITIONING 915 W 2ND STREET, SANFORD, FL 32771 Phone: (407) 323-3517 Fax: (407) 321-5579 license: CAC036824 For: CLAYTON ADDITION 1401 MARA COURT, SANFORD, FL 32771 Notes: CLAYTON RESIDENCE 1401 MARA COURT SANFORD, FL. 32771 Weather: Orlando Sanford AR FL, US Job: 1401 MARA COURT Date. Apr 16, 2012 By: TRICIA HIGGINS Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 38 gr/lb Heating Summary Structure 27105 Btuh Ducts 3423 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh piping 0 Btuh Equipment load 30529 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating CwIn Area (ft2) 2091 2099 Volume (ft3) 16755 16755 Air changesthour 0.32 0.16 Equiv. AVF (cfm) 89 45 Heating Equipment Summary Make Amana Trade ASZ14 SERIES Model ASZ140421A* AHRI ref 4358461 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 40000 Btuh @ 470F 27 OF 1367 cfm 15,045 cftft"h 1.00 in H20 Sensible Cooling Equipment Load Sizing Structure 27582 Btuh Ducts 4197 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturers data y Ratelswing multiplier 1.00 Equipment sensible load 31779 Btuh Latent Cooling Equipment Load Sizing Structure 4556 Btuh Dints 811 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 5366 Btuh Equipment total load 37146 Btuh Req. total capacity at 0.T9 SHR 3,4 ton Cooling Equipment Summary Make Amana Trade ASZ14 SERIES Cond ASZ140421A* Coil ASPF426016E* AHRI ref 4358461 Efficiency 110 EER, 15 SEER Sensible cooling 32390 Btuh Latent cooling 8610 Btuh Total cooling 41000 Btuh Actual air flow 1367 cfm Aw AV" iladix 0.043 ctm/Btuh Static pressure 1,00 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2014-May-20 12 34 23wrightS'Dft" RIght-Sude(10 Universal 2013 13 0, 12 RSUW373 Page 1 s0ocuments\Wrightsoft FiVAC\1401 MARA COURT rup Calc = MJ8 Front Door faces W I A-c 1 om: 1 glazing, Or giz, mtl no brk frm mat, 1/8!'thk; 50% blinds w 16 1.270 0 45*, medium; 50% outdoor insect screen; 2 ft overhang (4 ft window ht, 1 It sep.); 6.67 ft head ht 1 A-clom: I glazing, cIr giz, mtl no brk frm mat, 118"thk, 50% blinds w 18 1,270 0 45*, medium; 50% outdoor insa& screen; 2 ft owhaV (F A wkWow w 48 1.270 0 ht, I It sep.); 6.67 It head ht all 66 1,270 0 Doors 11 J 0: Door, mtl fbrgl type e 21 0.600 63 w 21 0.600 6.3 all 42 0.600 6.3 Cei I I ngs 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 cef ins, 1/2' 2W2 0,032 MG gypsum board int fnsh Floors 22A-cpti Bg floor, W dry sod, otk Wade depth, carpet Or fnsh 35.2 563 64.7 1035 35.2 633 66.9 1205 35,2 1689 66.9 3213 35.2 2322 66.9 4418 16.6 349 18.5 389 16,6 349 18,5 389 16.6 698 18,5 779 0.69 1654 174 3642 ZrA a -OM a 27 A 5698 0 0 2014-May-20 12 34 23wrilghtS(Ot' Right-SdeO Universal 2013 13,0,12 R-R"373 Page 2 14 717- ACCN s0ocuments\Wrightsoff WAC\1401 MARA COURT rup Gaic = MJ8 Front Door faces W Job: AED Assessment Date: Ap1401 MARA COURT r 16, 2012 Entire House By: TRICIA HIGGINS BARNES HEATING & AIR CONDITIONING 915 W. 2ND STREET, SANFORD, FL 32771 Phone: (407) 323-3517 Fax (407) 321-5579 License CAC036824 For: CLAYTON ADDITION 1401 MARA COURT, SANFORD, FL 32771 Location: Orlando Sanford AP, FL, US Elevation, 56 ft Latitude: 29'N Outdoor: Heating Dry bulb (F) 42 Daily range ('F) - Wet bulb ('F) - Wind speed (mph) 15.0 Indoor: Heating Cooling Indoor temperature CFj 70 75 Design TD (F) 28 18 Relative humidity (%) 50 50 Cooling Moisture difference (grub) 22.9 38.1 93 Infiltration: M 17 ( 75 7. 5 Hof 0" A—p 4 1) 1- Maximum hourly glazing load exceeds average by 54.3%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion- 2139 Btuh (PFG - i.31AFG) 1111. 2014- May-20 12 34 23 9w wrightsoft, Right-Sufte(Ki Universal 2013 13,0,12 RSL)08373 Page 1 s0ocurnents\Wrightsoft WAC\1401 MARA COURT rup Calc = MJ8 Front Door faces W Right-J@ Worksheet Entire House BARNES HEATING &AIR 9Y915W. 2ND STREET, SANFORD, FL 32 RlTA9NW Fax: (407) 321-5579 License: CAC036824 Job: 1401 MARA COURT Date: Apr 16,2012 By: TRICIA HIGGINS 1 Room name Entire House BEDROOM 3 2 Exposed wall 208,0 ft 16.0 ft 3 Room height 8,0 ft d 0 ft heat/cool 4 Room dimensions 10.0 X 16.0 ft 5 Room area 2092.8 W 1160.0 ft2 Ty Construction U-Value Or HTM Area (it-) Load Area (ft) Load number BtutVft'F) wBtftl) or perinriciter (ft) 8tuh) or .. - (ft) Btuh) Heat Cod Gross NIPIS Heat cool Gross N/P/S Heat I Coot 6 WI BLOCK WALL R3 0.333 n 9.22 62 224 194 1789 1673 128 113 1042 975 1A-clom 1170 n 35.18 3022 30 0 1055 907 15 0 528 453 CONCRETE BLOCK 0166 n 4.60 4.30 216 186 855 800 0 0 0 0 00091tE, 150 R 141% t3l4fi 3a a 449 404 a 0 0 0 11 BLOCK WALL R3 0.333 e 922 8.62 176 146 1347 1259 0 0 0 0 IA-clom 1,270 a 35.18 62.40 9 2 317 sw 0 0 0 0 11'0 6DO0.600 e 16.62 1&54 21 21 349 389 0 0 0 0D CONCRETE BLOCK 0.166 e 4,60 4.30 216 191 880 822 0 0 0 0T001ftE05Qe14,96 26,96 6 2 90 162 0 0 0 0 Wimmo LOW a540 e f4.9Cr 3t.66 2 280 592 0 0 0 0 t--G BLOCK WALL R3 0.333 s 9.22 62 224 218 2011 1880 0 0 0 0 lArclorn 1270 s 35.18 30.22 6 6 211 181 0 0 0 0 t---G CONCRETE BLOCK 0166 s 460 4.30 216 186 855 800 0 0 0 0 BCE 0.540 s 14' 96 13.46 30 30 449 404 0 0 0 0 BLOCK WALL R3 0.333 w 922 8.62 392 289 2W6 2493 0 0 0 0 IA-clorn 1270 w 164,W7 MI 5 D 0 0 0 1A-clorn 1270 w 35.18 66.94 18 2 633 1205 0 0 0 0 1A-clorn 1270 w 3518 66.94 48 5 1689 3213 0 0 0 0 IIJO 0.600 w 16.62 18,54 21 21 349 389 0 0 0 0 C 165-30ad 0.032 0,89 134 2092 2092 1854 3642 160 100 142 279 F 22A-cpi 0.989 27-40 1 0-00 2092 1 208 5W8, 0 160 16 43a 0 6 c) AED excursion 1 2139 78 Envelope lossIgain 243881 249Q 21501 1629 12 a) Infiltration 2717 883 209 68 b) Room ventilation 0 0 0 13 Internal gains: Occupants @ 230 5 I 1150 1 230 ApptionceWother 600 0 Subtotal dines 6 to 13) 27105 27582 2359 1927 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27105 27582 2359 1927 115Ductbads13% 15% 3423 4197 13% 15% 298 293 Total room load 305291 317791 2657 2220 Air required (cfm) 1 1367 1367 1 119 951 Calculations aWfoved U ACCA to meet all LeMirements of Manual J ft Ed, f13.Q12 34 234+wrJghts4DftR Qht-SuiteO Unryersal 2013 13, G 12 RSUW373 2014-May-20 12 Page 1 skDocuments\ Wnghtsoft HVAC\1401 MARA COURTrup Calc = MJ8 Front Door faces W Maio M. TTUI Entire House rk W915W2NDSTREETSANFORD, FL 32 t, ITT49NM Fax: (407) 321-5579 License CAC036824 Job: 1401 MARA COURT Date: Apr 16, 2012 By: TRICIA HIGGINS 1 Room name BEDROOM 2 BATH 2 Exposed wall 28,0 R 0 ft 3 Room height 8,0 If heat/cool 0 ft heat/cool 4 Room dimensions 1.0 x 201.0 ft 6.0 x 10.0 ft 5 Room area 201,0 ft' 60.0 02 Ty Construction U-Value Or HTM Area (ft) Load Area (ft) Load number BtutVft2-*F) Btutlift) or perimeter (ft) Btuh) or pedmeter (ft) Btuh) Heat Cool Gross N/PIS Heat Coal Gross N/P/S Heat Cool 6 BLOCK WALL R3 0.333 n 9,22 8.62 96 81 747 699 0 0 0 0 1A-clorn 1.270 n 35,18 30,22 15 0 528 453 0 0 0 0 t—G CONCRETE BLOCK 0,166 n 4-60 4'30 0 0 0 0 0 0 0 0 00vam Gism a 14% tlAft 0 a a a a 0 0 0 11 BLOCK WALL R3 0,333 a 9.22 8.62 0 0 0 0 0 0 0 0 IA-clorn 1.270 a 35.18 62,40 0 0 0 0 0 0 0 0 11,10 0,600 a 16,62 18.54 0 0 0 0 0 0 0 0 CONCRETE BLOCK 0166 a 4,60 4.30 00 0 0 0 0 0 0 0 G 00,liftE 0'.540 a 14.96 26.96 00 0 0 0 0 0 0 0 Asuawo LOW 0.540 e M.96 31.66 0 a 0 0 0 0 0 t-0 BLOCK WALL R3 0.333 s 9,22 8,62 00 0 0 0 0 0 0 0 IA -clam 1.270 s 3& 18 30,22 00 0 0 0 0 0 0 0 t--G CONCRETE BLOCK 0166 s 4,60 430 00 0 0 0 0 0 0 0 DUIME 0'.540 s 14.96 13,46 00 0 0 0 0 0 0 0 BLOCK WALL R3 M333 w 9,22 8,62 8128 110 1015 949 0 0 0 0 IA-clorn 1171) w 116,11b 154V 10, ID ID 0 0 0TjIA-clorn IA-clorn 1.270 w 35A8 6&94 188 2 1205 0 0 0 0 1,270 w 35,18 66,94 0 0 0 0 0 0 0 0 11,10 O.600 w 1&62 1&54 0 0 0 0 0 0 0 0 C 165-30ad 0,032 0.89 1.714 201 M 178 350 60 00 53 104 F 22A-pl 0.989 2T40 0. 201 28 767, 0 60 0 0 0 61 c) AED excursion 4271 1 4 Envelope loWgain 38MI 4083 53 100 12 a) Infiltration 366 119 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 1 230 0 0 Appliar" Wother 0 0 Subtotal ( lines 6 to 13) 4234 4431 53 100 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4 8 0 0 14 Subtotal 4238 4439 53 100 15 Duct loads 1 13%1 15%1 535 676 13% 15% 7 15 Total morn load I 1 1 47731 51151 601 116 Air required (cfm) 214 220 3 5 Calculations approved U ACCA to meet all requirements of Manual J 8th Ed. 11, 14- vvright-sicift, Right-Suire(Ili Universal 2013 13,0,12 RSLM373 2014- May-20 12 34 23Page 2 s\ Documents\Wnghtsoft WAC11401 MARA COURTrup Cate = MJ8 Front Door faces, W Eiffire House 914 915 W 2ND STREET, SANFORD, FL 32'77WPel(4t?7'} N W Fax (407) 321-5579 License: CAC036824 Job: 1401 MARA COURT Date: Apr 16, 2012 By: TRICIA HIGGINS 1 Room name LIVING BEDROOM 1 2 Exposed wall 21.0 If 32.0 ft 3 Room height 8,0 ft heaticod 8,0 ft heat/cool 4 Room dimensions 1.0 x 396.0 R 12.0 x 20.0 ft 5 Room area 396.0 fV 240.0 R2 Ty Construction U-value Or HTM Area (It) Load Area (ft) Load number Btutfflz-F) Btuwftl) or perkneter (ft) Btuh) or perimeter 00 Btuh) Heat f Cool G. f NtPtS Heat f Cool G. N/P/S_ Heat cool 6 Wf BLOCK WALL R3 IA-clorn O.= 1.270 n n 9.2222 835,18 262 223012 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONCRETE BLOCK 0,166 n M4.60 4.3030 00 0 0 0 0 0 0 0 11 Vr 003OXE BLOCK WALL R3 Q -W 0,333 a e 14% 9.22 13 *14 U62 Q 00 a 0 Q 0 a 0 Q 0 a 0 0 0 0 0 IA-clorn 1,270 e 1835A8 4062,40 00 0 0 0 0 0 0 0G 11.10 0,600 e 16.62 18.5454 00 0 0 0 0 0 0 0 CONCRETE BLOCK 0A66 e 4.60 4.30 0 0 0 0 0 0 0 0 00149tE Wakwo Low BLOCK WALL R3 IIA-clorn 0,540 a546 0.333 1,270 e e s s 114,96 M,96 9.22 35A8 26,96 3t, 6 8, 26 30.22 G 00 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 160 0 0 0 160 0 0 0 1476 0 0 0 1380 0t--G VV CONCRETE BLOCK 01166 s 4.60 4.30 0 0 0 0 0 0 0 0 SKUME BLOCK WALL R3 0.540 0133 s w 14.96 922 1146 62 0 168 0 99 0 913 0 854 0 961 0 80 0 738 0 690 IA-00rn I 27D W I& t4.167 To ID V 16 3 563 1035 1Xclorn 1A-clorn 11,10 1270 1.270 0.600 w w w 35,18 35A8 16.62 6644 66.94 18,54 0 48 21 0 5 21 0 1689 349 0 3213 389 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1,74 396 398 351 eag 240 240 213 418 F 22A-cpl a9m 2T40 101) 396 21 575 0 240 32 877 0 6 c) AED excursion 1632 487 Envelope lossIgain 3877 6777 3866 4009 12 a) Infiltration 274 89 418 136 b) Room ventilation 1 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 4151 6867 4284 4375 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4 a 0 0 14 Subtotal 4155 6874 4284 4375 15, Duct loads 13% 15% 525 1046, 13% 15% 541 666 Total room load I r 46801 79201 4825 5041 Air required (cfm) 210 341 216 2171 Calculations awroved bvACCA to meet all reauirements, of Manual J 8th Ed. F414- vvrightsoftRight-Su(te(& Universal 2013 13, G 12 RSU08373 Pa2014-May- 20 12:3g23 e 3 s\ Docurnents\VVnghtsoft HVAC\1401 MARA COURT rup Catc = MJ8 Front Door faces, W Right-J@ Worksheet Entire House BARNES HEATING & AIR 915 W 2ND STREET SANFORD, FL 32';94P.'TA9NW Fax: (407) 321-5579 License: CAC036824 Job: 1401 MARA COURT Date: Apr 16, 2012 By: TRICIA HIGGINS 1 Room name DINING KITCHEN 2 Exposod wall 0 ft 16.0 ft 3 Room height 8,0 11 heat/cool 8.0 ft heat/ccol 4 Room dimensions 11.O x 10,0 ft 1.0 x 148.0 ft 5 Room area 110.0 R2 148'0 W TY Construction U-value Or HTM At- (02) Load Area (ft) Load number 13tutOt2-*F) Btwft2) or perimeter (ft) Btuh) or p-teeter (ft) Blob) Heat Cool G. N/P/S Heal Cool Gross N/P/S Heat I Cool 6 VAt BLOCK WALL R3 IA-clorn 0.333 1.270 n n 9.22 35,18 62 30,22 0a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONCRETE BLOCK 0,166 n 4,60 4.30 00 0 0 0 0 0 0 0 11 VLtBLOCK 0014XE WALL R3 lXclom Q'W 0,333 1270 OL e a 14% 9,22 35.18 13Ah 62 62.40 a 0 0 0 0 a 0 0 a 0 0 a 0 0 a 128 9 0 9%8 2 0 904 317 0 845 562 G Vr_G 11,10 CONCRETE BLOCK 9014'tE ASUMMO Low BLOCK WALL R3 1A-clorn CONCRETE BLOCK 0,600 0166 0'540 0.540 0.333 t270 0,166 a e a e s s s 16,62 460 14'.96 f4.96 9.22 83518 2.]2 4,60 I&S4 430 26'96 3C65 8.62 3022 4,30 0 0 0 0 00 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 21 0 0 0 0 0 0 349 0 0 0 0 0 0 389 0 0 0 0 0 0Vjt BLOCK WALL R3 IAcicimt 0. 540 0. 333 1270 s w w 14. 96 9. 22 1b 13, 46 8. 62 54157 0 0 0 0 V 0 0 0 0 lu 0 0 10 0 0 ID 0 0 0 0 0 0 IA- clom IA- clorn IIJO 1270 1. 270 0. 60D w w w 35. 18 35, 18 16. 62 66. 94 66. 94 18. 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 165-30ad 0.032 0.89 1,74 110 110 918 191 148 148 131 258 F 22Aclot 0,989 27-40 1 1100 I Ila 1 0 0 0 148 16 438 0 6 c) AED excursion 31 19 Envelope loss/gain 981 161 2139 2035 12 a) Infiltration 0 0 209 68 b) Room ventilation 0 0 0. 0 131 Internal gains: Occupants @ 230 0 I 0 0 1 0 ApplJoanceslothor wo 0 Subtotal Ones 6 to 13) 981 761 2348 2103 Less external load 0 0 0 0 Less transfer 0 0 0 0 Reftinbution 0 0 0 0 14 Subtotal 98 761 2348 2103 15 Duct loads 1 13% 15% 12 116 13%1 15% 297 Total room food 1 1101 8771 1 26451 320, 2423 Air required (cfm) 5 38 118 l04 Calculations aegLqved UACCA to meet all LS9girements of Manual J 8th Ed. wrlightsoft Rig34 23 Right-SuiteO Universal 2013 13,0,12 RSUW373 2014-May- 20 12 Page 4 s0ocurnents\Wrightsoft WA01401 MARA COURT rup Calc = MJ8 Front Door faces, W Right-JO Worksheet Entire House BARNES HEATING & AIR 915 W 2ND STREET, SANFORD, FL 32'771"PhiaPe'T49NM Fax: (407) 321-5579 License, CAC036824 Job: 1401 MARA COURT Date: Apr 16, 2012 8 Y. TRICIA HIGGINS 1 Room name UTIL NEW M BED 2 Exposed wall 14,0 ft 16.0 ft 3 Room height 0 It heat/cool 8,0 ft heat/cool 4 Room dimensions 6.0 x 8.1 ft 1.0 x 190,0 ft 5 Room area 48.8 ft' 190.0 W Ty Construction U-value Or HTM Area(ft) Load Area (IV) Load number Btubtftz-.F) BtuWft") or perimoer (ft) Btuh) or perimeter (ft) Btuh) Heat Coal G. N/P/S Heat Cciol Gross N/P/S Heat C.1 6 yl BLOCK WALL R3 0.333 n 9.22 8.62 0 0 0 0 0 0 0 0 IA-clorn 1270 n 3518 30.22 0 0 0 0 0 0 0 0 CONCRETE BLOCK 0.166 n 41.60 4,30 0 0 0 0 128 98 451 421 QQMXE 05M Ek IA,% t34R a 4 Q Q 30 a 449 404 11 BLOCK WALL R3 0,333 a 9.22 8,62 48 48 443 414 0 0 0 0 IA-clom 1,270 a 35.18 62 ' 40 0 0 0 0 0 0 0 0 D 11,10 0.600 e 16,62 18,54 0 0 0 0 0 0 0 0 BLOCK 0,166 a 4,60 430 0 0 0 0 0 0 0 0CONCRETE G COME 0540 a 14.98 26,9e 0 0 0 0 0 0 0 0 A%UM&o Low a540 a t4.56 3C66 0 0 01 0 0 0 t--G BLOCK WALL R3 0.333 s 9.22 8.62 64 58 535 5w 0 0 0 0 IA-clom 1,270 s 3518 3022 6 6 211 181 0 0 0 0 t—G CONCRETE BLOCK 0166 s 4.60 4.30 0 0 0 0 0 0 0 0 0040ME 0"w s 14.96 13,46 0 0 0 0 0 0 0 0 BLOCK WALL R3 0.333 w 922 8.62 0 0 0 0 0 0 0 0 IA-clom I'M w ft5. 116 154.167 ri 0 D 0 0 0 1A-clom 1.270 w 35.18 66.94 0 0 0 G 0 0 0 0 IA-clom 1,270 w 35.18 66,94 0 0 0 0 0 0 0 0 11,10 0,600 w 16.62 18,54 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0,89 134 48 48 43 84 190 190 168 331 F 22Xqpl 11989 2T40 0-0D 1 14 384 0 190 16 438 0 6 c) AED excursion 48 65 Envelope IGWgain 1615 1131 1506 1091 12 a) Infiltration 183 59 209 68 b) Room ventilation 0 0 0 0 13 Internal gains: 0--pants @ 230 0 0 21 460 Applianceslother 0 0 Subtotal (lines 6 to 13) 1798 1190 17151 1618 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1 15 - Duct loads 13% 977 181 13% 15% 217 2461 Total room load 2025 13721 1 1932 1865 Air required (cfm) 1 91 59 861 801 Calculations aeeMved by ACCA to meet all Mirements of Manual J 8th Ed. 4+ wright%aft 2014-May-20 12 34 23 Right-SurtelD Universal 2013 13. O. 12 RS"373 Page 5 s\Documents\Wnqhtsoft HVAC\1401 MARA COURT rup Cate = MJ8 Front Door faces, W Job: 1401 MARA COURT NOW 915 W 2ND STREET SANFORD, FL 32';9Ph.9'T49qW Fax: (407) 321-5579 License CAC036824 Date: Apr 16, 2012 By: TRICIA HIGGINS I Room name WIC M BATH 2 Exposwl wall 1&0 It 6.0 It 3 Room height 8.0 ft heat/cool 8.0 ft heat/coot 4 Room dimensions 7.0 x 11.0 ft 6.O x 11.0 ft 5 Room area 77,0 W 66.0 ft' Ty Construction U-Value, Or HIM Area (1112) Load Area (ft) Load number Btuhtfl[2-'F) Btuwft) or pedr-ter (ft) Btuh) or peirimeter (ft) Btuh) Heat Cool G. NIP(S Heat Cool G. N/P/S Heat Cool 6 VfJ BLOCK WALL R3 IA-clom O.333 1270 n n 9,222 1 83518 62 X22 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 t--G CONCRETE BLOCK 0,165 n 4.600 4,30 888 88 5405 378 0 0 0 0 11 00141tE, BLOCK WALL R3 Q-1,40 0,333 n, e 1IA% 9.2222 13AR 8. 62 a 110 0Q 0 a 0 00 0 0 0 a 0 0 0 0 0 1A- c1om 1,270 a 18 35.18 62.40 0 00 0 00 0 0 0 0 11, 10 O.600 a 62 16,62 18.54 0 Q 0 0 0 0 0 0 BLOCK 0.166 a 4'6D 4,30 56 56 257 241 48 42 193 181 CONCRETEG yJ t-- G 0014XE aquaArEoLow BLOCK WALL R3 0, 540 0. 540 0. 333 e is s 14. W96 1` 4,96 922 26. 96 3t. 66 8. 62 0 0 0 0 0 a 0 0 0 0 6 0 0 2 0 0 90 0 0 162 0 0 1A- c1om CONCRETE BLOCK 1270 0, 166 a s 35, 18 4. 60 X22 4, 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-4. DEU1411LE WALL R3 IA- clom 0, 540 0333 1, 270 s w w 14. 96 9, 22 35 1146 8, 62, b4V 0 0 0 0 lu 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 IjBLOCKIA-clom IA - clam 11, 10 1170 1. 270 0. 60() w w w 35. 18 35. 18 16, 62 66, 94 66. 94 18, 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0,89 114 77 77 68 134 66 66 59 115 F 22A-cpl oLgffi 27-40 O,OD 77, 18 493, 0 66 6 164 0 6 c) AED excursion 32 12 Envelope IoWori 1224 721 5061 445 12 a) Infiltration 235 76 78 25 b) Room ventilation 0 0 0 0 13 Internal gains; Occupants @ 230 01 0 01 0 ApplianocieJother 0 0 Subtotal ( lines 6 to 13) 1459 797 584 470 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1459 7971 584 4701 15Ductloads13% 15% 184 121 13% 15% 74 72 Total room load 16431 919 658 542 Air required (cfm) 74 401 291 231 Calculations awroved by ACCA to meet all reauirements of Manual J 8th Ed. A+ wrights4nkft 2014-May-20 12 34 23 Right- SufteS Unwrsal 2013 130,12 RSU08373 Page 6 s0ocuments\ Wrightsoft WAC\1401 MARA COURT rup Calc=MJ8 Front Door faces:W Right-J@ Worksheet Entire House BARNES HEATING &AIR 915 W. 2ND STREET SANFORD, FL 32';W1RlT49NM Fax: (407) 321-5579 License CAC036824 Job: 1401 MARA COURT Date: Apr 16, 2012 By: TRICIA HIGGINS 1 Room name NEW FAMILY AC 2 Exposed wall 41.0 ft 0 ft 3 Room height 8.0 ft heat/cool 9.4 ft heat/cool 4 Room dimensions 11.0 x 387,0 ft 3.0 X 10 ft 5 Room area 387.0 R2 9.0 R2 TY Construction U-Value Or HTM Area (111) Load Area (ftz) Load number MtWftg-'F) Btuwft-1) or perwroeter (ft) Btuti) or pedmeter (ft) Btuh) Heat Cool G. N/P/S Heat Cool G. N/P/S Heat Cool 6 t BLOCK WALL R3 a333 n 9,22 62 0 0 0 0 0 0 0 0 JAclorn CONCRETE BLOCK 1,270 0,166 n n 35,18 4,60 3022 4,30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 11 T 9034ME BLOCK WALL R3 IA-clorn 05C 0.333 1.270 a e o 14% 922 35A8 13A4 8,62 6Z40 a 0 0 a 0 0 a 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 ljo BLOCK 9014ZE ASUBWO LOW BLOCK WALL R3 IA-clom CONCRETE BLOCK 0,600 0,166 0,540 O 540 OM3 1,270 0,166 e a e e s s s 16.62 4.60 14,96 t4,96 922 35,18 4M 18.54 430 26*.96 3 f. 6W56' 842 30,222 4 301 0 112 0 0 0 216 0 93 0 0 1 0 429 0 00 00 855 0 401 0 592 0 0 800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VLCONCRETE G t--G t—G BUIME BLOCK WALL R3 IA-clom 0,540 0.333 1 27V s w w 14.96 922 Ab 13.46 62 164J67 30 0 30 0 ID 5 4499 0 404 0 Cu 0 0 ID 0 0 ID 0 0 0 0 0 0 IA-clom IA-clom 1270 1,270 w w 35.18 35,18 6&94 66.94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11j0 0.600 w 16V 1&54 0 0 0 0 0 0 0 0 C 165-Wad 0,032 0,89 1,74 387 387 343 674 9 9 8 16 F 22A-cpl 1964 27-40 a- 7 41 1123 1 0 9 0 0 0 6 c) AED exc urston 118 11 Envelope loss/gain 34791 2752 8 15 12 a) Infiltration 536 174 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancestother 01 0 1 Subtotal (lines 6 to 13) 4015 2926 8 15 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 8 15 14 Subtotal 4015 2926 0 0 15 Duct loaft 13% 15% 507 445 13% 15% 0 0 Total room load 33'n 0 IAirrequired (cfm) 1,41 0 A Calculations approved by ACCA to meet all re irements of Manual J 8th Ed, F++- vvir-ligbtscoft 23 Right-SurteV Universal 2013 13 0 12 RSL2014- May-20 12 M373 Page 7 s0ocuments\ Wrightsoft HVAC\1401 MARA COURT rup Cal c=MJU Frond Door laces W Loads for Multiple Orientations Job: 1401 MARA COURT Date: Apr 16, 2012 Entire House By: TRICIA HIGGINS BARNES HEATING & AIR CONDITIONING 915 W 2ND STREET, SANFORD, FL 32771 Phone: (407) 323-3517 Fax: (407) 321-5579 License. CAC036824 For: CLAYTON ADDITION 1401 MARA COURT, SANFORD, FL 32771 Location: Orlando Sanford AP, FL, US Elevation: 56 ft Latitude: 29N Outdoor: Heating Dry bulb ('F) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Heating Cooling kkd= tempwaure IM 70 75 Design TD (OF) 28 18 Relative humidity (%) 50 50 Cooling Moisture difference (gr/lb) 22.9 38.1 93 Infiltration: 17 (M 75 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 28272 29468 29641 28990 28639 31784 31779 31512 Latent Load (13tuh) 5366 5366 5366 5366 5366 5366 5366 5366 Total Load (Btuh) 33639 34834 35007 34356 34006 37150 37146 36879 Heating AVF (cfm) 1367 1367 1367 1367 1367 1367 1367 1367 Cooling AVF (cfm) 1367 1367 1367 1367 1367 1367 1367 1367 Building Orientation Cooling Load N NE E SE S SW w NW Direction Front Door faces Current Orientation: Front Door faces West Highest Cooling Load-. Front Door laces ZouYInwesk Calculations approved byACCA to meet all requirements of Manual J &h Ed. wrightsOft' Right -Suited Universal 2013 13,0 12 R$LM373 2014-May-20 12 3424 Page 1 4cck s0ocurrientsWrightsoft WAC11401 MARA COLRTrup Calc = MJ8 Front Door faces W 74 cf rr"i, 2 9 c f nin, 8 N E N71 e, Irv, 36 Level I N Eky"'vi" F-AM I LY 202 cf n,,,,,,, 10 12 x 12 5 cf i "i 1 HAB l ,9 BEDROOP1111111 3 11 19 {.. 14 x 14 12 D I N 11INs! G 38 PLANS EXAMINER VATE X KITCHEN 1, 18 c D 1) U - F I L v ; 71( t 13 ett A 220 chim, LEJ 17 0 ,3 ,r I IVING BEDROOM1 2 17 f BEDROUNA, 2 Job#: 1401 MARA COURT Performed by TRIC [A HIGGINS for: CLAYTON ADDITION 1401 MARA COURT SANFORD, FL. 32771 BARNES HEATING & AIR CON DFTIO.- Scale: 1 -85 Page 1 915 W. 2ND STREET Rigtt-SufteO Universal 2013 SANFORD, FL. 32771 13. 0. 12 RS U08373 Phone: (407) 323-3517 Fax (407) 321-5579 20I4-May-20 12:35:27 ghtsoft HVAC\1401 MARACOURT...1 Duct System Summary Entire House BARNES HEATING & AIR CONDITIONING 915 W 2ND STREET, SANFORD, FIL 32771 Phone. (407) 323-3517 Fax (407) 321-5579 License CAC036824 For: CLAYTON ADDITION 1401 MARA COURT, SANFORD, FL 32771 Job: 1401 MARA CCK)RT Date: Apr 16, 2012 By: TRICIA HIGGINS Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0A1 in H2O 0.41 in H2O Available static pressure 0.59 in H2O 0.59 in H2O Supply / return available pressure 0.295 / 0295 in H2O 0295 / 0,295 in H2O Lowest friction rate 0.300 in/100ft 0.300 in/100ft Actual air flow 1367 cfm 1367 cfm Total effective length (TEL) 183 ft Name Design Btuh) Htg cfm) Cig cfm) Design FR Diam in) H x W In) Duct Matl Actual Ln (ft) Ftg,Eqv Ln (ft) Trunk BATH 0 116 3 5 0.300 4.0 Ox 0 WFx 0 0 BEDROOM 1-A c 5041 216 217 0.300 8.0 ox 0 AFx 0 0 BEDROOM 2-A c 5115 214 220 0.300 8.0 Ox 0 AFx 0 0 BEDROOM 3 h 2657 119 95 O,300 6.0 Ox 0 VlFx 0 0 DINING- c e77 Is A Q.= 4.4 W3 VVFX. Q 0 KITCHEN h 2645 118 104 0.300 6.0 Ox 0 AFx 0 0 LIVING c 3960 105 170 0.300 7.0 ox 0 11Fx 0 0 LIVING -A C 3960 105 170 0.300 7.0 Ox 0 VIFx 0 0 M BATH -A h 658 29 23 0.3W 4.0 Ox ID WFx 32.7 145.0 stl NEW FA M I LY-A h 4522 202 145 0.300 8.0 Ox 0 VlFx 32.6 150.0 stl NEW M BED -A h 1932 86 80 0.300 6.0 Ox 0 AFx 27.0 145.0 stl UTIL h 2025 91 59 0.300 6.0 Ox 0 VlFx 0 0 WIC -A h 1643 1 74 1 40 1 0-300 5-0 OX0 VtFx 33-3 145.0 SO Name Trunk Type Hip cfm) Cig cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st'l Peak AVF 392 2816 I 'D.ZVD 71% Wfj t3 -A ID VinIFIx 2014-May-20 12 34 25wrightsoft- Right-SufteO Universal 2013 13,0,12 RSU08373 Page 1 ACC+\ s0ocumentsWrightso8 WAC11401 MARA COURTrup Cale = MJ8 Front Door Paces: W Size (in) SEE= M... M. HxW in) Stud/Joist pening (in) wri-ghtsoft Right -Suited Universal 2013 13,0,12 RSL=373 2014-May-20 12:34 25 Page 2 AX-k , s0ocuments\Wriphtsoft WAC\1401 MARA COURT rup Cakc = M,18 Front Door faces W 7314-/Clayton Addition -- 1401 MARA CT. SANFORD, FL - CJ14) Top chord 2x4 SP_#2_Dense_13B But chord 2x4 SP_#2_Dense_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 3,. x it 2X4 (Al) 2-0-0--J 1-4- ver 3 S&ports R=315 U=200 W=8" RL=37 R=-42 Rw=48 U=35 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT It, EXP C, wind TIC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-7-14-8-4-6 T____T_8-0-0 R=-36 Rw=46 U=27 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 13, V", 5.00 QTY:4 /FrL/-/S/-/-//R//- Scale=.5"/Ft. WARNING- READ AND FOL.LGW AIL NOTES ON THIS SHEET / _ 4r TIC L L 20 . D PSFIMPORTANT"FI,_II ! S Ili-T4 E. CC IPA: OPS NE U G i Si If S t Y Th y< REF 8-- 8075 IY.•st t /1yJ a Bcsl <B g L S Y c v THI r c ; 54 ` 1 % 4 TIC DL 10.0 PSF DATE 006/02/148 - G "` F Ir •z.< r P Y s "`. L o. Bio, P .... ...... oe Mtr`(10.708 1 ` HCUSR408 141531866DL100PSFDRW e 9 BG51 BS Bl PP _- - -. ------ ALP I NE P WBCG) N i rI g BC LL 0.0 PSF HC-ENG WHK/WHK -- PP P ; t.tr TAT Q t TOT.LD. 40.Q SEQNnRPSF - 615895yGOA14x"^ A Budding.Components Group ine. v e '"_ e. n n a t t . ..__. M y F 't Oflan o E , 328i7 a cvTrl s }` DUR FAC. 1.25 FROM RC f r ..I n< rTW Bcl. ... ,.,,. ,r r<,... rr I .....o, .,r .e n. ..,M .. .•' d S SPACING 24.0" JREF- 1V6W4O8 Z16FLco.amoz7s n.r.I Gr: V,.., .. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER t..I-4--y—I HVVI LIVII -- 14VI NIM L1. JNIYr VKV, rL - CJ/) Top chord 2x4 SP_#2_Dense _13B Bot chord 2x4 SP #2 Dense 13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load MWFRS loads based on trusses located at least 7.50 ft, from roof edge 3 2X4(All )= 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"0.5°), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bat chord. I2-0-0----J 7-0-0 Over 3 Supports R=439 U=163 W=8" RL=75 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 13 WARNING READ AND FCLIOV ALI NOTES ON IRIS SHEET. 0 "IMPORTANT" TtWNISH THIS SCSIGN TO ALL CONTRACTORS INCLUDING HNSIAUEkS, (, i a g. <wWlr,g - xr,u,. W R-s,•,/(.ri i NC51 (R q Canpon ,. Sa .y SY TPI NFCA) 1yi s O R rrnn navIr..rirg ,.cn nx Pam, NISI ucx ,m. . 83, aJ or NItr. ALP I NEy- y ., ANSI/ — I W Building Components Group Inc. a P g y T° -° v fw Y y y / y r_ •; Odltnd I ( € 32$ i/ T.. H .. ,.. .. e *iTrt •'` Y`. ITx-n< c rnl errA LCOY 6278 I III ..,. ,,, g 1 R= 175 U=72 R=123 U=3 00 4TY: 7 FL/-/5/-/-/R/ TC ILL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT LD. 40.0 PSF DUR FAC 1.25 SPACING 24. 0" Scale=.5"/ Ft. REF R408-- 80759 DATE 06/ 02/14 DRW HCUSR408 14153187 HC-ENG WHK/WHK SEQN- 615886 FROM RC JREF- 1V6W408_ Z16 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1,16 14-/L, I ayLon AOo t Leon -- 14VI NIAKA UI. JANI-UKU, FL - A) Top chord 2x4 SP_#2 Dense_13B Bet chord 2x4 SP_#Z Dense_13B Webs 2x4 SP #3_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. 4M6_ L, 2-0-OJ 26-2-0 Over 2 Suppo R=1184 U=338 W=8" RL=53/-53 L,2-0-03.j R=1184 U=338 W=8" Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 13 ".` .00 QTY:9 FL/-/5/-/-/R/- Scale=.25"/Ft. WARNING"REAn A , FoctOW Mi NOTES M Tk(S SH rT yQ. fr TC LL 20.0 PSFINaEFRTANFARISISHiSIGf} ALL G TRACtOR i41{ G —T ( fR \ y • s.+.<• x. 9CSf (B R 4 S."', f y F WTCA ` A. try, w E06/02/14 0 708 t BC DL 10 0 PSF DRW U HCUSR408 14153188 ALP I NE r e„ R : ,a,. ,n.,,, In, Ilraecr,T o,IN„o nn ........ n ,raw o , tk,q ,R„ BC LL 0.0 PSF HC-ENG WHK/WHK n A R y eoA r A .dL,s Q g OT. LD. 40_0 SEQN _.. Ti7TPSFZuddmgComponsnta0roupfne. ' a ' I r r g , 25 FROM 615904 f„ n !k - ANSI (SPt f • ` OTlaudo L € i23=7 .1 ,.. IrX I .,.,.. ... tir .... «m ••• — - --------- FL — DUR FAC 1 Qn RC mA • f•• .. tJ /2 4 SPACING 24.0" JREF- 1V6W406 Z16 az7slit. ...,,.n g THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &mMENS/ONS) SUBMITTED BY TRUSS MFR Lumber designated with ^1313' use ms.o" values approved 1/30/2013 by oLsC Bottom chord checked for 10.00 nsr non -concurrent live load. prn..ue ( 2 ) 1*d common "a./s(o.162''x3s''). ,n, nailed at Ton chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. L-- 2-0-»---J 15---- 5-O-O Over J Support n~ 368 o~155 w~u^ xL~ 6z Design C FBC20 OKo /TP| ALPINE Orlando 1:1-3,2837 13e mph wind, 15.00 rt mean hgt, xscc 7'10. c/ooso muo. not located u,/" *. 00 rt from mvr eono, n|sx CAT ||, cxp c, w/"o nc oL~*V nsr. u m: cu~s.n n,r. scp/(~/-)~0.18 W." u /noos and ,uocc.o^, based on mnpns with 000.t.onm/ cac member ues/ on Deflection meets umo live and L/180 total load. Creep increase factor for dead load is 1.50. x~ ns o~v, FL/-/ 5/-/-/R/ TC LL 20.0 P5F Tc DL 10.0 PSF BC DL 10.0 P5F 8C LL 0.0 P5F TOT. LD. 40.0 P3F DUR. F4C. 1.25 SPACING 24 0'' 5cu/ e ~.5^/Ft REF R408' 80701 DATE 06/02/14 uxm xumn^na `*`a,vv HC- EN0 WHK/WHK 5E0N- 615888 FROM RC JREF- 1V6W408_Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR k/J Iv U tdYLU" HUUI L10n -- -VT MAKH k,I. JHkVr VKU, rL - UJJ) Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_#2_Dense_13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 8-9-6 R=48 U=19 1-0-14 1 _ 8-0-0 R=42 Rw=44 U=1O 2X4(Al} 2-0-0-- E_ n n n.._F o c .... R=309 U=157 W=8" RL=48 Design Crit: FBC2010Res/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 13 00 QTY:4 FL/-/5/-/-/R/- Scale=.5"/Ft. WARNING" Rf AEJ AN. F1 6Yf Al.L NOFFS ON THIS SHEET ` / `• I NAORTANi FIk A i G [ES RF 10 f) It W AtC YIN INGI LING F H I 1 RS \ •.•. VI. /- TC LL 20.0 PSF REF R408 - 80762 TC DL 10. PSF DATE06 02 14 a 9 '9 ( ,"" M 'aF r sc a r Nbz o. 708 1i BC DL 10.0 PSF DRW HCUSR408 14153190 aFi noun b ..y .m inn pa. eCSf czcc ,o,. fti. Rl or 3F0 PF .na in. C ALPINE eft 68(67 /r y y,. 2 BC LL 0.0 PSF HG ENG WHK/WHK Y , ANSI/r i o TQT . LD . 40.0 PS0 F SEQN-15892 s - v y .. t _ F - v FRQM--RC6-----..._._-_.._.. SuildinpComponentsGroup(nc, Orlando f [ 32837 liLCOA 0278 y t,' 4 ,p . ( 1. r•'o° M H ry Fh F ANSI/Tf i S F o Tn • IiW-kiC,(.: .... ,e .w iftl ww p a, 1 Y(I(M1 x" "" < OAsnt .. n imnn14 DUR FAC. SPACING 1.25 2i A F- 1V6W408_Z16 THIS ITW(; PPPPADFn VRM! CM/PIITCR WRIT fl-- I nf—m-n— ct QUITTcn ov Torrcc 11— 314-/Clayton Addition -- 1401 MARA CT, SANFORD, FL - H.37) FTop chord 2x4 SP_#2 Dense 13B Bat chord 2x4 SP #2 Dense 13B Webs 2x4 SP #3 13B Lumber grades designated with "13B" use 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. L<-2-9-15r— 2X4 (A1) R=523 U=177 W=10.564" 139 mph wind, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 6-11-8 setback jacks with no webs. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 9-10-1 Over 3 Suppor Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 13. WARNiHNG RFAn ANf 1011. ALL NOTES 04 THIS SHFFT IMPORTANT"f R 1 IS UES G TO t 'X11 RACr )RS NCt UJI St If RS l` `v Al R, f y y nnWtr .g f BCS -.. sa flr H10 x C ALPINE AyDkitl' y 60A X A .4 V - f Suifding Components Group fnc. a e s y Y ChianAa E E. 12937 Y1f-it<[ Ft>f iTCF FL COO :0 279 1 e 9-9-4 R=226 U=132 2-D-12 R=358 U=24 8-0-0 2 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 40.0 PSF DUR FAC. 1.25 SPACING 24.0" Scale=.5"/Ft REF R408 - 80763 DATE 06/02/14 DRW HCUSR408 14153191 HC ENG WHK/WHK SEQN- 615898 FROM RC JREF- 1V6W4O8_Z16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR Top chord 2x4 SP_#1_Dense _13B :T2 2x6 SP_#2_13B: Bot chord 2x6 SP_SS_13B Webs 2x4 SP_#3_13B Lt Wedge 2x4 SP_#3_13B::Rt Wedge 2x4 SP_#3_13B: Lumber grades designated with "13B" use 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. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TIC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. 1 hip supports 7-0-0 jacks with no webs. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 81 W3X6 4.00 R 1.25 151 W3X6 S 3.75 231 W3X6 2.00 R 1.25 3X6[8] = 3X4= 4X6= 3X8= 3X6[23]- If- 8X14(B9R)= ttUJIL— 5A0LIDJI" I— 8X14(BSIR)= 2-0-Q LE -d-QJ 1_ 13-1-0 5-9-8 I 7-3-8 I 26-2-0 Over 2 Supports R=2176 U=608 W=8" R=2176 U=608 W=8" Note: All Plates Are 2X4 Except As Shown. Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/10(0) 13. VFY3.!`@ .00 QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. WARNING READ AND FOtt.OW AL I. NOTES ON THIS SHEFT. q — IMPORTANT— F}" ! tS 0£StGN TO ALL CONTRACTORS INCLtC)JN iNSIat LERS. \ •`•••• r••" l f y4 REF Ra00p _ _ 8Ell!0764 e(' SI B C S / t rpt WTCA ' 9ti `"` . C TC DATE 6/02/14 ia BC DL 10.0 PSF DRW HCUSR408 14153192 rsscste ,G, . Ena. - s7 ro. pe O8 y sTo a.; app a 2 ALPINE R W Gj Y ` r„R„ BC LL 0.0 PSF HC-ENG WHK/WHK i .: . EQN — TULD400PSFTOTt Building Components Group Inc. Y e r . r ; t £ y R 'r,. 1F1' f•• t ••! FROM RC 6 — Y Y D R F Orlando FI 2R37 " aroclirrl ( AC 1 5 FLCOA- 0279 ........ .ytry. s`' •...... ••N SPACING 24 0' JREF- 1V6W408 Z16 ihtAl ..na7n»ntn s 1tW`; SET Thl l`; E PEF tY"UT Ih Ef/IGIf IEEPIPTIG TH ti PC(1P I I`' THE TFU ES T DELIV'EL;1' Refer' tC tiups er Ulr=eCi ir y -to v rii"" ul gii;ler-p y yu Li tlti oi Icl eq iir ecl i a_il.ing` L o.tir g P_tter r, THIS LAY UT SURERCEDES -/vNY PP.EVI USLY DECEASED TPUSS LAY U T S FLIP THIS PP JECT. REL: S%13/14) REVISEIN: EEIEDIf`' li CEI EPIC THE, CHORD LIVE LOAD s:f: TOP CHORD DEAD LOAD to E L:f: BOTT014 CHORD LIVE LOAD p:s:F, BOTTOM CHORD DEAD LOAD 0 P.s:f, TOTAL LOAD P.—F. DURATIOld EA -TOP 125 o DTID ETANDARD ASCE7-9D WIND SPEED R 1--I. BUILDING EXPOSURE E BUILDING TYPE ENCL[ISED NQ T,E IT AS THE RESPDNISIBILIT'I OF THE BUILDING DESIGNER OR ARCM TECT TO PROVIDE All APPROPRIATE CONWErTIONI FOR TRUSSES TO SUPPOP,TINI6 STRUCTUR,'E FEE REACTIONS SHOWPI DO TRUSS ENGINEERING, SPECIAL CON SIDEP.ATIONS FOR MECHANICAL EGUIPHENT AND/ OR PLUMBING (AND THER CONNECT[DNIS) IN TRUSS SPACE MUST BE DIAL RAM BY BUILDER. ON APPROVE TRUSS LAYOUT PRIOR TO FABP.IrATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESP DILISIBILITIES ARE LIMITED TO THESE DESCRIBED [H WILDA I- 1F 5 'DESDEN RESPDNSIBILITIES'. ACCORDINGLY, IT DISCLAIMS A M'! RESPOI`ISIB IL[TIES AND/DR IF BAIT;' FOP THE CDNSTRUCTIONI DE S IG,I, DRAWINGS, DDCUMENTS INCLUDING THE INSTALLATION AND EP. ACIMG OF ]BUSSES MANUFACTURE BY THIS COMPANIY, COTIVEMTIDNAL FRAMD,IG, EPECTIUN AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE NIP. NI U FACTURER, DR TRUSS MANUFHCTURER PERSONS ERECTING TRUSSES ARE CADT[DRIED TO SEEP PROFESSIONAL .ADVICE REGARDING ERECTION BRACING WHICH IS ALIWAYS REOUIP.ED TO PREVENT TOPPLING AND DOHINDING DURING ERECTION; AND PERMANENT BRACING WHICH NAY BE REOUIP,ED III SPECIFIC APPLICATIONS. SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRACING [IF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS' BCSI 2HOG) FOR FURTHER INIFORNIATIUN, TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE ND SHEATHING IS APPLIED DIRECTLY TO TOP AND/ OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED DN THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH RE. ASOL ABLE CARE DURING ERECTIDN TO PREVENT DAMAGE UP PEP. SO IF [INJURY. ATTENTIFIN APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN, VE1' Y SPANS, PITCHES, OVERHANGS, ELEVATIONS, & BEAP.ING CONDITIONS. ACCEPTANCE OF THIS LAYOUT -ASSUMES TOTAL PESPOLISIBILITY. THE TPNLTCES WILL BE' BUILT IH ACCORDANCE WITH THIS LAYOUT' APPROVED, BY: DATE. CUSTOMER Turner Dayton JOB" NAME Dayton AddtIon LOT/BLY./ SUBDIV 1401 Marc, C - Sar1FOrCl SCALE DATE DRAWN BY JOB JUMBER 5/1E/ 14 PC 71 OFFii:E. LAV RISER DIAGRAM CLAYTON RESIDENCE 1401 MAXA COURT SANFORD, FL 32771 0512912014 11:01 City of Sar ord - 5D RM Statewide Product Approval Specification Date June 4, 2014 Permit # Project Type Residential Addition P.0041006 REVIEWED POP CODE COMPUANGE Project Location Ad tress 1401 Maka Court, SanfordFl- Lot * Contractor Name License 0 50-WIrw As required by Florici Statute 553.842 and Florida Administrative Code 9N-3, please provide the irEormation and product approval number(s) on the building components listed bo3>w if they are to be utilized on tho construction project for which yot are applying for a building permit. We recommend that you contact your lociL product supplier should you not know the product approval number for ,iy of the applicabit listed products. Be aware that windows, skylights, i-id exterior doors must be tested in accordance with the Florida Building Cod(, Section 1714.5. More information about Statewide Product Approval can 3e obtained at www.floridabuiiding.or,j. Category / Subcatagc 1. Exterior Doors a. $wingire. 2 b. Sliding d. Roll, Up e. Automatic f. Other 2. Windows b. Horizontal Slide* c. Casement d. Double Hung e. Fixed f. Awning -- 1. Pass Through h. Projected i. Mullions Wind Breaker k. Dual Action 1. Other 3. Panel Walls Sidip2--_ b. Soffits y Manufacturer Product Approval Vs Descrijetion P- lastpro Fiberglass-N FL1 52207 N. A. N.A. N.A. N. A. N.A. N.A. N: A. N,A, N.A. A. N,A. N.A. N. A----------- N X N.A. N. A. N.A. N. A. N.A. N.A. MI Windows 3540 SH FL1225014 N. A. N.A. N.A_ N. A. N.A N.A. N, A, N.A. N.A. N. A. N.A. N.A. N. A. N.A. N.A. N. A. N.A. N.A. N. A. I N.A. N.A. N. A. N.A. N, A, N.A. N. A. N.A. N.A. I N. A. N.A. N.A. N. A. N.A. N.A. James Hardie Hardie Plank L S idin FL13192 N. A. N.A. NI-V Februwy 2009 1 05/2912014 11:01 City of Sat Vd - 80 FAX)4076885152 P.0051006 Manufacturer Product Approval #`sCategoryfSuboategoy N.A. N.A. N.A. Description N.A. N.A. N.A. N.A- N.A. N.A. d. Storefronts e . Curtain Walls f. Wall Lauver g. Glass block N.A. N.A. N.A. h. MembraneRI.A. N.A. N.A..__...... i . Greenhouse N.A. N.A. N.A. N.A. N.A. N.A. j . E. P. S Composite i Panels N.A. N.A. Certainteed N.A. N.A. Asphalt Shingles N. A. N.A. FL5444.1 k. other _ 4. Roofing Products a. Asphalt Shim h. Underlayments _ United Roofing 30# Felt FL12477.3 c. RQQjjnj Fastener; N.A. N.A. N.A. d. Nonstructural Metal RoofingN A N.A. N.A, e. Wood Shakes and N.A. N.A. N.A. Shin les f . Roef in t i les N.A. N.A. N.A. N.A. N.A. N.A. g. Roofing Insulation. N.A. N.A. N.A. h. Waterproofing i. Built up roofing TMµ N.A. N.A. N.A. System Modified Bitumen N.A. N.A. N.A. k. Single Ply Roof Systems N.A. N.A. N.A. 1, Roof in slate N.A._ N.A. N.A. m. Cements/ Adhesives f N.A. N.A. N.A. Coating n. Liquid Applied N.A. N.A. N.A. RoofingS stems o. RQof Tile N.A. N.A. N.A. adhesive p . Spray Applied Folyurethane N.A. N.A. N.A. Roofing N.A. N.A. N.A. q• E.P.S. Roof Panels 7i r . Roof Vents Thompson Ancc. Metals N.A. Off -Ridge Vent N.A. FL5219.1 N.A. s . Other Shutt s N.A. N.A. N.A. a. Accordion N.A. N.A. N.A. b Bahama N.A. N.A. N.A. 05/2912014 11:02 City of Sal lord - BD (FA)040705152 P.0061006 Category / subcategc -y d. Colonial Manufacturer N.A. Product Description N.A. a, Ii N.A. e. Rol a f. Equipment N.A. N.A. N.A. N.A. N.A. N.A. N.A.—N.X N.A. 2. Other 6. Skylights N.A. N.A. N.A. a. Skylights N.A. N.A. N.A. b. Other N.k N.A. N,A. 7. Struatural N.A. N.A. N.A. a. Wood Connector$ Anchors b. Truss Simpson N.A. HETA16 N.A. FL1 1473-R2 N.A. Plates c. Engineered Lambe.N.A. N.A. N.A. d. Railin2 N.A. N.A. N,A, e, Coolers/Freezers N.A. N.A.N.A. N.A,N.A. N.A. Concrete Admixtu esf. q. Precast Lintels Wekiwa 8" & 12" FI-1418.1 h. Insulation Forms N.A.N,A. N.A. N.A, N.A. N.A. N.A. N.A. N.A. Plasticsi. J, Deck / Roof Wall N.A. N.A. N.A. N.A. N.A. N.A. k. Prefab Sheds1. m. Other N.A. N.A. N.A. a. Now xxterior gavel Products N.A. N.A. N.A. a. N.A. N,A, N.A, N.A. N.A. N.A. N.A. N.A. N.A. b. C. N.A. N.A. N.A. d. e. N.A. N.A. N.A, N.A. N.A. N.A. Applicant's SignatLµe Applic,ant' s Naze Please Print) UEZORE 110 floridwBuilding Code Online Page I of 4 BCJS Home Log In User Registration Hot Topics Submit Surcharge Slats & facts Publications F8C Staff 6CIS Site Map Links Search Business,s,,', Product Professional 4USER: P.1hhc UApprovalser 1g=j= jCj= Product AQaroyal Men I jj.>—q qr A ndi, 0on Search > AooBea@on List > Application Detail FL # FL15220 Application Type New c Code Version 2010 Application Status Approved 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 Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969- 9773 Ext 16 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 440) 969- 9773 Ext 18 scottjohnson@plastproinc,com Ron O' Connell 5200 W Century Blvd. Los Angeles, CA 90045 440) 969- 9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/ 2014 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL-15220 RQ COI Certificate Of Independence.Ddf Referenced Standard and Year (of Standard) ratan5!Ar4 ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 Year 1996 1999 1998 2003 http:// www. floridabuilding.org/pr/pr app,__dtlaspx'?paraiil=w(iEVXQwtDqv3yVVKJZIQR... 7/1/2012 Floridx Building Code Online Page 2 of 4 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FLIS220 RO Egmy OF S'TANDARPS._pdf Method I Option D 02/18/2012 04/15/2012 04/24/2012 06/11/2012 FL # Model, Number or Name Description 15220.1 a, Smooth/Wood 68 "Non -Impact" Glazed Fiberglass Single Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15220 RO 11 INST 15220.1,12dt Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15220.1 for Design Pressure Ratings, FLA5220 RO AE EVAL 15220.1.pof any additional use limitations, installation instructions Created by Independent Third Party: Yes land product particulars. 15220.2 b. Smooth/Wood 8 "Non -Impact" Glazed Fiberglass Single Door Grain/Rustic/Mahogany Series N with Non -Impact" Sidelite - Inswing/Outswing (OX or XO - Fiber lass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLUM EQ 11 INST 15220,2.pQf Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation ReportsIOther: See INST 15220.2 for Design Pressure Ratings, FL15220 RO AE FVAL 1522Q.2.12df any additional use limitations, installation instructions Created by Independent Third Party: Yes land product particulars.--- 152203 c. Smooth/Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Grain/Rusbc/Mahog anySerie sPNt F iberglasss Non -Impact" Sidelites - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes ELI:i22 R 5220.3. df Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15220.3 for Design Pressure Ratings, FL15220 RO AEEVAL_15220.3.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes land product particulars. 15220.4 Id. Smooth/Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ,. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ImpactResistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15220.4 for Design Pressure Ratings, FL1522Q RO AE LVAL 15220A.po any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. I http://www.floridabuilding.org/pr/pr app__dtlaspx?param=wGEVXQwtDqv3yVVKJZIQR... 7/1/2012 Building Code Online Page 3 of 4 15220.5 e. Smooth/Wood 68 "Non -Impact" Glazed Fiberglass Double Door with Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 mpact esistant: No reated by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other. See INST 15220.5 for Design Pressure Ratings, FL15220 RO AE EVAL 1522Q.5j)df any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15220.6 Smooth/Wood 6'8 "Non -Impact" Opaque Fiberglass Single Door - IlFiberglass Door Limits of Use Installation Instructions Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 15220.6 for Design Pressure Ratings, FLIS22Q RO AE Eval IS22Q.6-Do any additional use limitations, installation instructions Created by Independent Third Party: Yes land product particulars. Impact" Opaque Fiberglass Single Door with Limits se Installation Instructions Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 mpac esistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15220.7 for Design Pressure Ratings, F(_1522Q RO AE C..val 1522Q.7,L)df any additional use limitations, installation instructions Created by Independent Third Party: Yes and eroduct particulars. II 1522M h. Smooth/Wood 6'8 "Non -Impact" Opaque Fiberglass Single Door with Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 mpact esistant; No reate by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15220.8 for Design Pressure Ratings, FLIS220 RO AF Eval 15220.8,[2df any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars, 15220.9 odh 68 "Non -Impact" Opaque Fiberglass Double Door - us Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 mpac esistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15220.9 for Design Pressure Ratings, any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15220,10 6'8 "Non -Impact" Opaque Fiberglass Double Door with Limits of Use Installation Instructions Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 mpa esistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 15220.10 for Design Pressure Ratings, FL1,9220 RO At, Eval 15220.10.12d any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 11 152201 k, Smooth/Wood Grain Series N 8'0 "N n_-tmpact- Glazed Fiberglass Single Door - Limits of Use Installation Instructions Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Florida Building Code Online Page 4 of 4 Design Pressure: N/A Evaluation Reports Other: See INST 15220.11 for Design Pressure Ratings, FL15220 RO AE Eval 15220.1 1.Dd any additional use limitations, installation instructions Created by Independent Third Party: Yes and roducC particulars. 15220.12 I. Smooth/Wood Grain Series N 8'0 "Non -Impact" Glazed Fiberglass Single Door with I Fiberglass Door Non -Impact" Sidelite - Inswing/Outswing (OX or XO - Conh uration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15220 RO 11 INST 15220,12,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A lEvaluation Reports Other: See INST 15220,12 for Design Pressure Ratings, FL15220 RO AE Eval 15220,12.L)df any additional use limitations, installation instructions Created by Independent Third Party: Yes land product particulars. L! 15220.13 m. Smooth/Wood Grain Series N 8'0 "Non -Impact" Glazed Fiberglass Single Door with Fiberglass Door Non -Impact" Sidelites - Inswing/Outswing (OXO - Confi2uration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15220 RO 11 INST 15220.13,pdf Approved for use outside HVHZ: Yes Verified by: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15220.13 for Design Pressure Ratings, FL15220 RO AE Eval 15220.13.[)d any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15220.14----]I[n. Smooth/Wood Grain Series N 8'0 "Non -Impact" Glazed Fiberglass Double Door - IlFiberglass Door Inswing/Outswing (XX - Configuration) Limits ofUseInstallation Instructions Approved for use in HVHZ: Yes FL15220 RO II INST 152_20_14j)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 15220.14 for Design Pressure Ratings, FL15220 RO AE Eval 15220.14.[)d any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. o. Smooth/Wood Grain Series N 15220.15 Smooth/Wood W6- "Non -Impact" Glazed Fiberglass Double Door with EFiberglass Non-Impact" Sidelites - Inswing/Outswing (OXXO - Configuration) Omits of Use Installation Instructions Approved for use in HVHZ: Yes FL1522Q SQ H INST 15220.15.12df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 15220.15 for Design Pressure Ratings, I FLI5220 RO AE Eval 1.5220.15.12d any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. rzkr _ Next Coiltact Us :: 194Q North Monroe Street Tallahassee F 99 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CopyrrQht 2007-2010 Statt_QLFlonqa, :: EUXStatemen :: Accessibility Statement Under Florida law, e-mail addresses are public records, It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions regarding DBPR's ADA web accessibility, please contact our Wet) Master at Product Approval Accepts: U im F] M http://www. floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqv3yVVKJZIQR... 7/1/2012 smomw in plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Gra Rustic / Mahogany Sedes N Rberglass Door INSWING / OUTSWING NON-IMPACr' I 1. N5 pooud has bear, -;duoted and is h compkincewilt, the 2010 Fbndo 803drup Code fFOC) SttuCturCg reqL;rWy,-ntS inC*jdnHuarccavt-L 2. Product a-chmshdl be o Usted ord sped as on d&to;*,. Anchor ern bedT--nt to base r,K:taad st)cu be befond waii dr-emgor Stucco, 3. ' When usedin #* IfVHr tnt product is feqAed to be protected vOth cc fact tt'al cornp5oswith S fion 16,26 of " F8C' 4, When, used in oreas ou' ls;,de of It* WrC requiring wind borr* deht protection trk prodvct is fegmed to be protect--J,,Ath an impact resWant oweftig that conpBes ;with secvion 160Y, 1 .2 of the Fec. 5, For a sk-d' trarriN consirvcfiom Qpchorr-iq of these wts st"d be the saxw'x that st: fcr 2x bv'-k mas,x,.- i corrfructim.. S#" C' N'6ry.m th&' de'*ote ""'m "he dealdt of it* daiN'' recr'ke f-0h-- e ago e cuxtysb by u, k"elved efQh , ee, ofrag stered ar&'fte. 7, Out ,- in ciwftgvotion> me -et water hfltnti.43 recpemenfs for 8, 1"s"mg notmet the fcf the'WVur,,% shat b-- trwciL-d onhj M a 4>ab^ e amos ora' hoblubie Wcolm prolee--I--d key on (wwhafyg cx ccr*p,y ouch ihol the one between the edqq 0 canopy or cy'r-fh-ary, to 9 6 Less "tKn 45, "-e'-a' 76.25* MAX OVERALL FRAME WPDTH 37-5T MAX O WALL FRAME VVIDITH fRAW& WCIH, NI t ZW 4s 0 0 t7 Z- g- s 176, 25- X 81.00, 90" X " 2562 7S' C11 +50.0 -50.0 suffix c. r, — 52 2rl 7 INTERIOR 35.75"MAX. DOOR PANEL WIDTH FE31 0 2 c z EXTERIOR r2lH0RlZ0MTAL CROSS SECTION 2 t2T 7 LATCH M!*ESTLE LATCH I HINGE STILE' Remtarcemeni SEE HARDWARE I .3r CHART 7 1-5r 11 SL 42 Tor RAIL HARDWARE CHART MANUFACTURER A400a LOCK: SIG14ATURE SERIES KWX4Et DEADBOILT: SIGNATURE SERIES 730 YALE LOCK: YH COLLECTION DEADBMT: YH COLLECTION (80 SERIES) I n- rl-"\ vERnCAL CROSS SECTION 5 L2?e20 I2 M N.T.S. JK LFS FL— 15220,7 35.75'M,AX, SIDEUTE PANEL WIDTH 20.59'MAX D.L.O. WIDTH d J o Ed ca0' It -4 r2 o INTERIOR 49 EXTERIOR ri"HORIZONTAL CROSS SECTION I /T OVERALL GLASSTHK. I /Ir TEMPERED GLASS AIR SPACE EXTERIOR I Ar TEMPERED GLASS 1.22" 7 7 LATCH HINGE $Tff cekocr pn N 7 7 l MOCK-U!MFQRCEMENI C42 TOP RAIL M IL INTERIOR rl VERTICAL CROSS SECTION N.T.S. IYY: JK LFS cw NOTE I. SIDELITE PANELS ANCHORED TO FRAME 6" FROM TOP OF FRAME THEN I 0'ON CENTER, 8 SCREWS TOTAL EACH JAMB. 1-114"MIN. EMB. (TYP.) D) ( 60) SEE NOT 1 589 N I 5 015 CSINK HORIZONTAL CROSS SECTION inswing 0150 gn EXTERIC M199Ci 0mI NMI m.0111 1!111'lnililnii 2 HORIZONTAL CROSS SECTION 7z'u- EXTERIOR- EMB. (TYP,) H , a10 z"Now. INTERIOR 7 8 0 27 r4'HORIZONTAL CROSS SECTION q Shown W/I X su"Uck EXTERIOR INTERIOR C'SINK fTyPJ 3 HORIZONTAL CROSS SECTION Ou t - inswingOhoP.On t SO N MO V) z DAM 02120112 s..,ua: N.T.S. w". JK i 6E av- SY. LFS 3DPAWNG 1- 114- MIN. NO, FL — 15220.7 EMB. (TYp.) e n fl p En 7cL: a o 1 zom a 4i) 20 • 9 a € ate` 08 E a ? 21 20 21 EXTERIOR INTERIOR $ o EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION c5 Q v Shown wJ 1 X sub -buck 4 VERTICAL CROSS SECTION 5 } Outer shown - auwingEn c oiso ap{xoved i M J D Q a INTERIOR EXTERIOR & a EXTERIOR INTERIOR - a- //031 Z z 2 n I > a n a C Q O 3 VERTICAI CROSS SECTION $ VERTICAL CROSS SECTION oxe 02/20 12 8 a S kvwkv cWfwotion $ tk #swxig confirg xatian scxc: N.T.S. aw. er: JK ax ar LFS 3 ae,Awmc MD- FL— 15220.7 o Ss+xxz 5 or 9 SEE NOTE I Tr (??2S EXTERIOR INTERIOR VERTICAL CROSS SECTION EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION Oviswk)g confirgirafon to NPIK 9DELITE PANELS ANCHORED TO FRAME 6' FROM TOP Of FRAME THEN 1 O'ON CENTER, 8 SCREWS TOTAL EACH JAMB. z 7 SEE NOTE I7ER109 INTERIOR za 7— r4 \ VERTICAL CROSS SECTION b kwMng c-figwcth- SEE NOTE 1 (89T U21 INTERIOREXTERIOR g 2-'\ VERTICAL CROSS SECnQN L rS3VERTICAL CROSS SECTION LE. N.T.S. BY; JK BY, LFS No, FL- 15220.7 6 - 9 TYP. iiE 2X REINFORCEMENT SHOWN 2X BUCK FOR REF. ONLY MASONRY OPENNG BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may hove different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. Concrete anchor locations noted as 'MAX. ON CENTER" must be c4usted to ma;ntan the min. edge distance to n,4rforjwts, additional concrete anchors may be required to ensure the "MAX, ON CENTER" dimension are not exceeded, 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE MIN. EMBEDMENT MIN. CLEARANCE TO MASONRYWOE MIN. CLEARANCE TO ADJACENTANCHOR ITW 1/4" 1-114" 2-1/2- ELCO 1/4" 1-114' 1. 4" tj z z - Ij z 6 E Ir z I af; JK S. BY: UFS Won, No, FL-15220.7 ET 7 OF 3' 6. TYP. HEAD 2X BUCK -J U z0 JAMBS IT F MASONRY tI OPENING D Z0 12 N STRIKE JAMB FRAME ANCHORING Masonry 2X ouck construction CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different suppL;er may have different edge distance and center distance requirements, 2. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to n"'ortorjoints, additional concrete anchors may be required to ensure the 'MAX, ON CENTER" dimension are not exceeded. 3. Concrete anchor tote: ANCHOR TYPE ANCHOR SIZE MIN, EMBEDMENT MIN; CLEARANCE TO MASONRYEDGE MIN. CLEARANCE TO ADJACENTANCHOR ITW 1.1/4" 2-11T 3" ELCO 114" 1.1/4' z 7" 6 . ..... 5 Q TYP. HEAD E I X BUCK z0 JAMBS MASONRY :2 0 zOPENING0 12 cfA X ji ct INSWING U0NOUTSWNG 'S TYP. 4 SILL bi 0 0 0. HINGE JAW FRAME ANCHOkM Mosmy I X buck construction z 9 ej 1 2 INSWING LOMWNGP. 4 SILL 10 LT— MNJ10 HINGE DETAIL 27 2X Buck 11 O LATCH A DEADSOLT DETAIL DAM 02Z221-12 HINGE DETAIL w&E, N.T.S. I X Buck Mo. W, JK O K sy LFS DRAWN' G NO, FL-15220.7 F-7B OF 4,56" i I N 2,36"— 2,T 20 HEADJmornb" 4.Se 2,44' 2J3^ 218-7WAAD& SIDE Pot' f— J-b 4.56^ - 7 4,56" 2.03, AAIUSTABLF INSWING RIRESHfHD OunwHo Timm" BY ov 2J"— i T SITYf1T1F INSWING THRESHOiD SIDELiTE SPACER ss 2 1id 5- BILL OF MATEWLS nEm f DEscmpnom I X BUCK SG >= 0,55 WIM B 2X BUCK SG >= 0.55 WOOD c T/T—MM. SHIM SPACE D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE H I/,f'x3-1/4"PFH ELCOOR ITW CONCRETE SCREW STEEL 1 114" X 2-1/4'PFH ELCO OR ITW CONCRETE SCREW STEEL J i/4!'X3-3/4"PFH ELCOOR ITW CONCRETE SCREW STEEL K L 9 X 2-1 12'PFH WOOD SCREW 8 X 2-1/2"PFH WOOD SCREW STEEL M 8 X 2- PFH WOOD SCREW STEEL N 1/4"X 3-1/4"PFH ITW CONCRETE SCREW STEEL n coe 0 7 FORCE 5 WEATHER STRIPPING BY EN-5URA FOAM 8 COMPRESSION WEATHER STRJiPQLON 650BY SCHLEGEL 4: X 4" BUTT HINGE STEEL 10 9 X 3bC PFH WOOD SCREW TM STEEL 11 9 X 31,C PFH WOOD SCREW STEEL 12 10 X 3" PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 21 27 28 POLY FIBER JAMB LATCH STRIKE PLATE DEADSOLTPLATE COMP. / VINYL STEEL STEEL 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD 30 INSWING VINYL DOOR BOTTOM SWEEP VINYL 33 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. J WOOD z 2 L) 34 35 INSWING SIDEUTE ALUMINUM THRESHOLD BY DLP SIDELITE SPACER ALUM, J WOOD PVC 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN (MIN, 0,069^ THICK) BY PLASTPRO FIBERGLASS 42 TOP RAIL CELLULAR PVC_ 43 45 LATCH & HINGE STILE - ------------- -- ---- BOTTOM RAIL CELLULAR PVC d—LLULWlPV(f-- 46 49 POLYURETHANE FOAM BY PLASTPRO LATCH AND HINGE STILE REINFORCEMENT POLYURETHANE WOOD 50 LOCK BLOCK (20- X 1,3851 WOOD 60 SIDEUTE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 65 66 ODL LITE FRAME 1200 POLYMER P/MERIC FOAM 67 SCREW PLUG POLYMER z8XI -I /Z'PFH SCREW STEEL 69 88 89 GLAZING COMPOUND - FOR ODL BY ADCO BUTYL nLqZL20Z 12 9>LE: N.T.S. 2X REINFORCEMENT (CLEAR PINE) SG >= 0.49 7 X 7' PFH DRYWALL SCREW WOOD STEEL By, DwG, , JK ew. ffy.. LFS DRAWW NO.; FL- 152207 z m 61312014 Florida Building Code Online 13CIS Horne Log In Use, Registration Hot Topics Submit Surcharge Stats & Facts Publications F8C Staff 8CIS Site Map Links Search Business, Product ApprovalProfessibh"a I 4"'USER: P.bhc User t aLAA) p Application ULLt > Application Detail FL # FL12250-RI2 WINN Application Type Revision Code Version 2010 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 0 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@nnwd.com Brent Sitlinger bsitIingerCd)rrvwc1,com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Unch, PE R Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) standard AAMA/WDMA/CSA 101/1.S.2/A440 AAMA/WDMA/CSA I6I/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 02/25/2014 Date Validated 02/25/2014 Date Pending FBC Approval Date Approved 03/04/2014 Summary of Products FL # Model, Number or Name Description 12250.1 3540 36x84 Fin Frame Insulated Glass Year 2005 2008 http://w,vw.floridabuilding.org/pr/pr_app_o.aspx?pararn--\V,'EVXQwtDq \fzRN Le5cl 40VmoypSi2T12KiJ9LyZQF2g Rmi%2bhjuS9hw0/.3d%3d 1/4 613/2014 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; +40/- 50 Other, H-LC40. Glass complies with E1300-04. 12250.2 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +30/-30 Other.R-PG30 12250.3 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/- 50 Other*,LC-PG35 12250,4 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other:LC-PG35 12250.5 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other:LC-PG30 12250.6 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 12250.7 3540 SH Certification Agency Certificate Quality Assurance Contract Expiration Date 07/27/2015 Installation Instructions 5211LQ1)1Wf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 52x72 Finless Frame Certification Agency Certificate EL1225Q RJR Q Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL12250 R12 it 08-02270S13016.od ' f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F7f Created by Independent Third Party: Yes 36x74 Finless Frame Certification Agency Certificate FL12250 R12 C Q&Q_APC_QZ32LQL-_jQq-47-_ 4Q5H E6.5 Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions EL12250 R12 11 - A f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL1A 4 732f x74. f Created by Independent Third Party: Yes 44x72 Finless Frame Certification Agency Certificate EL1225Q B12 Q K: 6F. AP-47-RQ 3S40J- 419 1-8A 44X72 LM- Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions FL12250 R12 11 0 Verified By: Luis R, Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ELLZZ52 Rj2_ AX_511aA2A_: 4 7. f Created by Independent Third Party: Yes 48x96 Finless Frame Oriel Certification Agency Certificate R4 f Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions FL12250 R12 11 0cif Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL12250 R12 AF 511988A C7326 48x96.r)df Created by Independent Third Party: Yes 52x62 Finless Frame Certification Agency Certificate 3QQ R12 C CAC -4 7- R 4 F 1LQ-L-3A5ZX-UJU5-Rff Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL12250 R12 AE 513015 D0206, odf Created by Independent Third Party: Yes 44x72 Fin Frame http://wmv. floridabuiIding.org/pr/ pr—app__Od.aspx?param--vvGEVXQ\&4DqvzRNLe5q40V=pSi2Tl2KiJ9LyZQF2gRmi`/a2bhjuS9hW/03d%3d 214 61312014 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Glass complies with ASTM E1300-04. 12250.8 3540 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Glass complies with ASTM E1300-04. 12250,9 3540 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Glass complies with ASTM E1300-04. 12250.10 3540 Single Hung Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other; H-LC40 12250.11 3540 Triple Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Glass complies with ASTM F1300-04. 12250.12 3540/3240 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other:H-R25 Certification Agency Certificate FL12259 RIZ 4 ni-inci-47-p0.,,ir Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions J5!1 H F 4JNMZL_91_C& it99AII& Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x74 Fin Frame Insulating Glass Certification Agency Certificate 49 41Q 3-32A 51NQLE Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL12250 R12 11 Instgll 1125twcJ5-4 ' 7. Djj_D_df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x84 Fin Frame Insulating Glass Certification Agency Certificate FL12250 R12 C CA P 4. 41Q 2-2A 4084 LC3Q(0412j2),j& Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FLIZ250 R12 11 In j7 4 f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x84 Finless Frame Insulated Gass Certification Agency Certificate 7- RO 3 4 H F 4 1 rd()-r-lp f Quality Assurance Contract Expiration Date 05/ 26/2015 Installation Instructions F[ J2250 R12 11 Qa:Q 7. f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL12250 R12 AE 2119$2,p,0-f Created by Independent Third Party: Yes 108x74 Fin Frame Insulating Glass Certification Agency Certificate FL12250 R12 C C A 7 7, -Ing-47-Rn 1S4n---rjp_k ffAW- M-a-W&f Quality Assurance Contract Expiration Date 04/ 12/2017 Installation Instructions FL12250 R12 11 In 11 n 4 M-''-_Fia_jQdKZ4 A Tested- C7327,011,9-df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 52x84 Finless Frame Insulated Certification Agency Certificate FL1225Q R12 AP-. DQ314,Ql- -47-R 4 5H Ft 52X3A- RZ f Quality Assurance Contract Expiration Date 05/ 26/2015 Installation Instructions FL12250 R12 11 0 - 2141-pof Verified By: Luis R. Lomas, PE PE-6251-1 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes http:// w%w.floridabuilding.org/pr/pr -app_, dfl.aspx?param=wG EVXCAMDq\(zRNLe5q40Vnio pSi2Tl2KiJ9LyZQF2gRmi%2bhiuS9h\&,O/.3d°/U3d 3/4 6/312014 Florida Building Code Online 12250.13 3540/3240 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-47 Other: H-R40. Glass complies with E1300-04. 44x63 Fin Frame Insulated Certification Agency Certificate 250 RIZ C CAQ APC DQ319,Q1- 109-AZ-R0 3540 H 44A.ral RAQ:DR A f f Quality Assurance Contract Expiration Date 05/2612015 Installation Instructions FL12250 R12 11 1 1 iagf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3540/ 3240 Single Hung 40x66 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: H-R35 Gass complies with E1300-04, 12250. 15 3540/3240 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant, No Design Pressure: +35/-40 Other: H-R35. Glass complies with E1300-04. 12250. 16 3540/3240 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other; H-R25. Glass complies with ASTM E1300-04 Certification Agency Certificate jQX. O P 4ff Quality Assurance Contract Expiration Date 08/ 26/2014 Installation Instructions EL12Z5R P A,L- 94H Z_1LIn5La3D _st _ _ _5_jQXk6_ L&MUID-WIdif Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x63 Fin Frame Insulated Glass Certification Agency Certificate EL1225_Q R A2_Q_LAQA P 791:,- 4 _E_[N AAX631L)d Quality Assurance Contract Expiration Date 02/08/2015 Installation Instructions FA5_ TtggA 62MLxV Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 52x84 Fin Frame Insulating Glass Certification Agency Certificate 5-t-FIN 5R ff Quality Assurance Contract Expiration Date 05/26/2015 Installation Instructions FL122SO R12 It Install Instructs - 3540 SH Fin 52x84 (As Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 1940 North la—cii, Street, Tallahaszerr FL 22399 Ph2rie: 850-487-18R4 The State of Florida is an AA/EEO employer. Ceti 2007-2013 State of Florida. :: Pnvrmunt :: Aihlry Stgtemen.j Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, -pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wth an email address it they have one. The emails provided may be used for official corrim.—alicin with the licensee, 11woover 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 ass, F,S,, please click nCre Product Approval Accepts: cl WO EE M http://www, floridabuiidirig.org/pr/pr_ app_.dd.asp)(?param--wGEVXQvvtDqvzRNLe,5q4OVmoypSi2Tl2KiJ9LyZQF2gRmi`/*2bhjuS9hvF/`3d`/*3d 4/4 NMFI'l i TA PRODUCT SHOWN HEREiN S EN SION,-D AND VANUFACTjRES To SOVP_Y WITH VENTS OF THE F L FEIDA BUll _'ING CODE. 2 WOOD FRAMING ANI) MASONPY OPENING TO BE DESIGNED AND ANCHORED To RROPERLy TRANSOR An LOOS TO STRUCTURE FRAMING AND VAS-ONRY OPENING is THE R R r, FCC DIFSPGNSISj_TY OFT ARCH TECT OR ENCiNEF, ,F - OR X 8LXR OVER VASGNRy/CCNCRFTE S OPTIONAL 4 *ARE TCM CR BMK WICKNESS S LESS MAN 1 -1/2- W.Cow uwS V.- a A'CH ORED %R%GH 15 ARME N AMORDMCE WW MANYACTMER'S WaSAD NONAWN AVROMCN5 ANCHORS SHALL BE SE"NA FAYENED DR, 'WO VASCN' RI, CCN'CRETE OR COER PRUCTURAL S&BYRNE VNERT'_ 5 MEN WMD BUK TST"ESS 0 1 - i 12" OR GPE/,'R, S,CK SPAU HE I VNEAD 70 UQORAV CONCRET OR CTnQ Y%C%%L SQFWT WAXW OWS VM BE AW"REROQWVE _C HWAD WOOD B=K A ANCRYWE A MA ACT FYS % E16HE "PkIPON MSTWC700, 6 &OK A BAK I %E0 WHO DQW&AR VATERLALS T_-E SEEEPARA7E'TtiiT, COAT;NG OR VEMEERANt, HLEC7 0% ID" C()AP%O SR M,.MRRANF S TN_ ESPCNSlB;"_ -1 H'-_ PRC-I_ EcT OR J N=FtOF RECOR7, 7 TQKS S" A EXTEND Fill-IND, IMNDOW N--,R,;()R 'A,E >() ---AT FUG AI,",_ S',_F`ep' S P E,CV DEE) 8 SHM AS ROMN V Wl" LOAD MAMG %W, %Q 'WHERE SPACE OF 1P&' OR GREATH OHM& V= VL;V ALLEAVABLI1 Si-,'M STACK TO 6, 1/4, 9 SHIMS "ALL BE MADE FRAM MATERIALS CAPABN OF SUTAMG APPMABLE .0ADS, LC CAMID AND AWLIED IN A CAPABLE OF SUS7A'NiNG APP[_,CALE LOAD',, A VW ._AC Dn"ON MUM Cn 1 6 WAS U",E 1) FOR WOOD ANCHOR CALCULA-iCNI'_'; 1.. RAM, EXTRvICFO R PVC 12 OWS VUS- BE aAZED Aff NOM P100-OC HE SFWT 3 04 GS OFT"', A APPROAD MPACT SYS' Elv ,N VViND BOW- ED C"'-DR TH'S "Rolv(_7 ld FOR MCKRNG 00 WMD 'QAMNG OR 2X 9AK 4A #8 NUD SCOAS MTH LNG7-4 7U ACH: zV A ' 1/4" V:VV_ll ' - '%- -v ' 'AT' C_N E__VBtMa -_aSTL AT. ANCt O'RS, AD E'-O'VVN N F:F,/,,'ONS ANC, %,-ALIL,-Nl E,EAI,S ABLE 01 CON I, NTS 1 1 NOES 3 5 ATTAWYN XTAS R D 'IV Y, No WWI/,- 8p M ANCHORING N7C, MAS(% W/CCNCOn UN 310" !VCMS WJH STFUIAT ONOTH S,fBSTRATE WiTLi 2 12- MINIMUM EDGE 0 ACHEVE A? '/4'* V,INLIVUM (:VB,`__DVFN_' NTO DISTANCE. LOCATE ANCHORS AS SHOW N (_LEVA:ONS AND INSTALLATION DETAILS. 6 ;(,R ANCHORING NTO METAL STRUCTURE t 6E #8 SMS OR SIELF RiLLING SCREWS WITH 30`RC,FNT ._'LNGTH TO ACIAQ 3 ORMS MI MUM BUMS SWOURE IhAWR WALL WAR AW%% AS SnOWN N EYVADWS AND NSTAUNION DUALS 7 ALL FASTENERS TO BE CORROS'ON RESISFANT_ 8 NTMWTN ANCWRS SHALL SEE : N'S-/-,LED N ACCORDANCE WITH 4,','CHQR MANIACVREWS NSTAL,_A-NS , CN TRjC-!GNS AN'"DANCHORS SHAL, NOT H .jSED :N MPS'RATFS 'NrTH E7RENSTHS _FSS AN THE ViNiV(.'V. S'RENG7, F&FE, B'EuOW A NEW D - M%%M SHUT WAVY 7 nO 42 Vl,:,VLV C"IMPPESSVE S_' RENG-1 ""'- 3,192 Psi c MOWRY RANM WVXWWE ASV C-90, -ypt- 1 "OR A M7k SnANA, STE, NO& 3AS OR AnVWM 60n Vs 7"1 VOWY SIGNED: 0110912014 VI WINDOWS AND DOORS R kEktiiillfj/ Os to 650 WEST MARKET STREET I * GRANTZ, PA 17030-0370 i G . Z*- o I SERIES3240/ 3540 FINLESS PVCSINGLEHUNGSTEELREINFORCED - NON -IMPACT 44" X 72" cc NOTES TAT OF Z: 10TJH08-01247 SCA, NTS 05/23/11 Is""' I OF 5 th 1 4 WIN OF—ONAL tX UCK V El Rt", M F N 7 i/A MAX S!m SPACE 4 3/16" -APCON EXTERIOR INTERIOR 0 xr t.L 7 AN- vAx P-lC%A' 'X 7-7 7 ey OTHERS VERTICAL CROSS SECTION CONCRETE M-A-SC-t,V-P-,Y---IN-,S-TALLATION l." MiN 1_V(l)Y'l_N- C('NCRFTE/!V,ASC;NPY FY 07HERS CP710NAL X Buc."< cEF 3 - 7 7AP,,CN 2 1/2" VIN D;S7ANCE MAX N' INTERIOR APPROVED EXTERIOR JAMB INSTALLATION DETAIL I - ------ - ------------- --- l____---- __'_______l____ CONCRETE,IMASONRYINST-ALLATtON NOTES I INTERIOR AND EXTERIOR FiNISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Elf 12 MI WINDOWS AND DOORS W111110 /1j, R L MARK 6ESTET 50WSTREETGRANTZ, PA 17030-0370 SERIES 3240/ 3540 FINLESS PVC SINGLE HUNG STEEL REINFORCED - NON -IMPACT 44" X 72" INSTALLATION DETAILS 13 TAT OF 0 1 TJscull08-01247 A 10NAL 'e itiff If I o 0 NTS 1'TE 05/23/11 5 OF 5 AR7 ZE AND AN", O 27" QUIANT TY MAX R A V. E NUMBER 0FANCHOR LOCATIONS REQUIRED FFameFFrameWidth Height n) I8.00 2400 3000 3600 4200 4400 Head Jamb Head J.,b Head Jamb Head Jamb Head J.,,b Head jamb 2400 2 2 2 2 3 2 3 2 3 2 3 2 30,00 2 2 2 2 3 2 3 2 3 2 3 36.00 2 2 2 2 3 2 3 2 3 2 3 2 42.00 2 3 2 3 3 3 3 3 3 3 3 3 48.00 2 3 2 3 3 3 3 3 3 3 3 3 54.00 2 3 2 3 3 3 3 3 3 3 3 3 6000 2 3 2 3 3 3 3 3 3 4 1 3 4 6600 2 3 Z 3 3 3 3 4 3 4 3 1 4 7L00 2 3 2 1 3 3 1 3 3 4 3 4 3 1 5 SERIES 324013540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35. 0 PSF 47.0 PSF NONE Mk WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 N- Z*- SERIES 3240/3540 RNLESS PVC SINGLE HUNG STEEL REINFORCED - NON -IMPACT 44" X 72" ELEVATION p4TAT OF o OR 10' TJH 08-01247 AI I ACE lf; Ifvll' O\ Sc'LE NTS ID' 05/23/11 1 s"E2 OF 5 NCOD, 'PAVING 7 7X APPROVt-D S:N ANT EXTERIOR A p R 1) v D, ACAV 2x AI E o 112" MIN i. c8/ V, N A AX, 48 NCO,'_' SCRE* VL - 4 V N I I cnlOn 1: To BE SF: IN A 1cr OF APPROVI,f) 1 / A MAX S- V AC' VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 0ESfGNE0 IN ACCORDANCE WITH ASTM E21 f2 1/ 4" MIN. VIP( DVF NT V, N S C R V W A"; C,D 'RAQ NG C, R 2X F31 , CK 1 / 4 MAX 1 10.i aPA(Y Gv: INTERIOR A' POV, EXTERIOR SE AI -A!,'? JAMB INSTALLATION DETAIL WOODFRAMING2_ X_ BUCK INSTALLATION kAl WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 3240/ 3540 FINLESS PVC SINGLE HUNG STEEL REINFORCED - NON -IMPACT 44" X 72" INSTALLATION DETAILS TC";H T 08-01247 S':`[ NTS 1pk1` 05/23/1 1 15-173 OF 5 NkktIifjjj/ R. Lo TAT OF C; I iE D, N T EXTERIOR APPRIOV_ 7, SF AAN' 104', C20 N, GIV - 1 11) 2 (11 N F R;_',,t VI-: NIT VERTICAL CROSS SECTION NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 v 5 0 2 0, V f_ BED 1/ 4 MAX_ SJ,: v SPACE 1/ 4 MAX VIN N GVIL- 451-020 RENT - CRCE-VENT, tINtTERf APPROVED EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION W WINDOWS AND DOORS tttililfjjj 650 WEST MARKET STREET 4 GRANTZ, PA 17030-0370 p SERIES 3240/3540 FiNLESS PVC SINGLE HUNG STEEL REINFORCED - NON -IMPACT 44" X 72" INSTALLATION DETAILS TAT 0 0. . 0 1 TJH 08-01247 A A`' E NTS 05/23/1 1 4 OF 5 6/3/2014 Florida Building Code Online KIS home Log lo User Reg.5tlatm. Hot Topics Submit Surcharge stats 8, Facts publications Fac Staff KIS S,tc Map Links search Business, ProfeProfProduct ApprovalssionalUSER: Public Use, I M A I NT-hw!!r' I_isl I Application Detail FL # FL13192-R2 Application Type Revision Code Version 2010 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Corriments Archived 0 Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 356-6366 chad.diercks@lameshardie.com Authorized Signature Chad Diercks chad.diercks@jameshardie.com Technical Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 909) 356-6366 chad.diercks@jameshardie.com Quality Assurance Representative Chad Diercks Address/Phone/Email 10901 Elm Ave Fontana, CA 92337 909) 356-6366 chad.diercks@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Ronald I. Cigawa Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 01/01/2015 Validated By John Southard, P.E. R) Validation Checklist - Hardcopy Received Certificate of Independence ELLU92 R - 2—CQL-KQ---i i e fl n lgads—nu—PD—F Referenced Standard and Year (of Standard) standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_.Ofl.aspx?param=v.GEVXQ\mDqtskb/Q2bGnULA7oqn-naHRnHI[DcsfODUV6\t2l8S>QV85TOpA`/`3d`/`3d 1/3 6/3/2014 Florida Building Cale Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/15/2011 12/16/2011 12/26/2011 01/31/2012 Model, Number or Name Description 13192.1 Cerrpiank Lap Siding 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 HVHZ install in accordance with NOA 07- 0418.04. 13192.2 HardiePlank Lap Siding 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 HVHZ install in accordance with NOA 07- 0418.04. 13192.3 HardieShingle Individual Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.4 HardieShingle Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.5 Prevail Lap Siding Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: fiber -cement lap siding Installation Instructions F1,13-],, jj .B.J3 8-11 Plank Shinale CMU ndf FL13122 R2 II ER O-2300-11 Plank metal woad ndf F41319R2 lI NO/ 07-041804.pdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 Rz AF Dade NOA 07-041804.Ddf F R PI hin M f FL131 R, AE R RIO- 2300-11 Plank metal wood.0df Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions F PI' n hin M Itf FL13192 R2 11 ER R IO-2300-11 Plank rlletal wg f F •I - r f Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports 92 R2 AE Dade 4 t 2Z 13Z_AL PI nk hin M ll f FI 13192 R2 AFFR RIO-2300-11 Plank metal wood.ndf Created by Independent Third Party: Yes fiber -cement individual cladding shingles Installation Instructions in I t w 4d. D f hardieshinale.Qof Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports n n w f Created by Independent Third Party: Yes fiber -cement notched shingle panels ( straight edge, staggered edge, half round edge) Installation Instructions FL13192 B2 11 tnftRIQ3298-11 Plank Shingle CM i.0 f F Shingle metal woggi..Pdf InstallFL13192 R2 11 - new h hIfVerifiedBy: Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports F A Pi nk hin I M f FL1192 R2 A R 22 - 11 hin I melt 1 wg t pdf Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions Fj,1,14 - I hin M f FL13192 R2 - Ink i wo d. f Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports F n hin I -M f FL13192 R2 AE ER RIO- 2300-11 Plank metal wood.Ddf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/ pr_app dU.asp:f?param=wGEVXQvADgtskP/a2bGnUu47ogmiaHRnHllDcsfODUV6\t2l8SxQV85TOpA°/a3d%3d 213 613/2014 Florida Building Code Online Contact its :: 1940 North MonuTallahassee FL 32392 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copynght 2007-2013 Sk e Qffjarlo_. :: Pnvacx Stat2,-t Accessibility Statement Refund Statement Under Flonda law, email addresses are public. records. If you do not want 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 a, by traditional mail. If you have any questions, please contact 850.487.1395, -Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chaptel-455, F.S. must provide the Department oath an email address if they have one. The emails 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 Wth an email address Mich can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: go LO E 0 http:// www.floridabuilding.org/pr/pr_app 4/,12bGnU u47oq xrnaH RnH 11 DcsfOD UV6v2l8SxQV85TOpA%,3d%3d 3/3 Od.aspx?pararrFwGEVXQWDqtsk Florida Product Approva-'i HardiePlankO 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 07- 0418.04. 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-2298-11 or RIO-2300-11. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. N N N m° m U w N U, ~°~=~~m m, Hardien U U U[`^ L p|d|Dg EFFECTIVE N0VEMBER201OVisitM, lN',TAL[_/i\TI0N REQUIRFMIENTS - PRIMED & COLORPLUS" PRODUCITS for Vie most recent version. SELECT CEDARMILL@ - SMOOTH - COLONIAL SMOOTH@ - COLONIAL ROUGHSAWN@- BEADED CEDARMILL(D BEADED SMOOTH - STRAIGHT -EDGE SHINGLE PLANK IMPORTANT. FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONETM PRODUCT INSTRUCTIONS, INSTALLATION 0FH3I 00 PRODUCTS OUTSIDE AN HZ1 00 LOCATION WILL VOID YOUR WARRANTY, TO DETERMINE WHICH HARDIEZONETM APPLIES T0YOUR LOCATION, VISIT VNA0KHARDUEZONECOMQRCALL 1-8G8-942-7343 STORAGE & HANDLING: L CUTTING INSTRUCTIONS OUTDOORS INDOORS Store flatandkeepdryandcoveredprior toinstallation. Installing siding wet msaturated may result in 1. Pasoxon cumig stationso trial wind will blow dust awayfroin (;,set and others it) working area, 2Use one of the following nrollrods: 1, Cut only using score and snap, or shears ananual, electric or pneumatic!. 2. Position cutting station in well -ventilated area NEVER use a circular saw blade that does riot Garry the Hardief3lade saw blade traden iark NEVER dry sweep — Use wet suppression or HEPA Vacuum shrinkage gbutt joints. Garry planks on edge. Protect edges and corners from breakage, James Hardie ionot responsible for a. [test Score and snap lbBohnir HardieHlade* saw blade one HEPA vacuum extraction damage caused by improper maximurn pi election (lowest respirable dust production), Jarres Hat die recommends always using "Best" -level aitting 1 eliods where feasible. Important Note: For, n H appiovedrespirator,,; can be used in conjunction with above, cultnig practices loturthet ;'educe dust exposures, Additional exposure Information is available atwivi.laineshardie.corn to help you determine Ifie most appophato cuWtKj method foryourrob requirements. If concern still exists about exposure levels oryort donot comply with the above practices, you should always consult oqualified industrial hygienist mcontact James Hardie for *:herinformation _ storage and handling ofthe product. GENERAL REQUIREMENTS: led over braced wood or steel studs 7/1038 Irregularities in framing and sheathing can mirror through the finished application, HardiePla*' lap siding can also be installed over foam insulation/ sheathing up to 1 " thick. When using foam insulation/sheathing, avoid over -driving nails fasteners), which car result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. 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 munxfactumMardioWm["' Weather Barrier, anon-woven non ohmteUhooxowmp1. wtirhmmplieowukhuiNingcodemquiemonts. When installing James Hardie products all clearance details fit figs. 345078& 8 musth followed. Adjacent finished grade must slope from the vvow"uin accordance wm mvm/^xw//v^v«""n/o yw,a o"mav o Single WallooVn miou umio|momui0^iomoUx 1O' c'mmm'mvn ou"struumo Donot use HurdieP| nnklap siding infascia ortrip applications. lot-rin bracing Donot install James Hardie products, such that they may remain incontact With Standing water Stood or Ham|oP| anklap siding may Ueinstalled onflat vertical wall applications only. For larger projects, including commerci | and k(family projects, where the Span of the wall is significant in length, the designer arid/ or architect should take into consideration — thermal_expansionand moisture movement— the product — their design._ Thmmva|uoxoanUefounVixtheTezhnim|8vUebn^GpandnnChumuteristicnofJamox Hurdim°8Uing Products" atwwwJammHardie,nnm. DO NOT use stain on James Hardie' products, INSTALLATION: JOINT TREATMENT* Required for ColorPlusO Finish, Recommended for Primed product) James Hardie does not recommend the use of caulk at field butt joints. stud water -resistive Install factory finished edges Figure 2 barrier together at butt joints. lank trip joint flashing** p lank edge water - resistive Install planks in bather mod eratecontactfastener P, ensure a consistent plank angle For other jointing options, refer to local building code or NER 405 As required by local building code ***Apply caulk in accordance with caulk manufacturers written application instructions. leave appropriate gap between I For additional information on HardieWrap' Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com planks and brim, then caulk - WARNING: AVOID BREATHING SILICA DUST James Hardier products contain respirable Mstalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called sileasts, and has been linked with other diseases. Some studies so?gest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation (2) use fiber remen(shears for cutting or, where Pot feasible, use a HardoBlade saw blade and dust -reducing circular saw attached to a HEPA vacuum, (3) warn others in the immediate area; (4) wear properly-fitted, NIOSH-approved dust mask or respirator (e.g, N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures, During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE ( 1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH, HS0920-Plw10/10 UR 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. PNEUMATIC FASTENING Jaynes 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). Consult applicable code compliance report 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, caulk 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). Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Ii Countersunk, Caulk il add nail do not under DO NOT Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie° products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed.100% Joint Sealant complying with ASTM C834. Caulking/Sealant acrylic topcoats are recommended. Do not paint when wet. For application rates must be applied in accordance with the caulking/sealant refer to paint manufacturers specifications. Back -rolling is recommended if the manufacturer's written instructions or ASTM C1193. siding is sprayed. COLORPLUS" TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Touch up nicks, scrapes and nail heads using the ColorPlw Technology touch-up applicator. Touch-up paint should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus, product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. PAINTING JAMES HARDIEc SIDING AND TRIM PRODUCTS WITH COLORPLUS`-" TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain or oil/alkyd base paints on James Hardie" products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not Include waste COVERAGE AREA LESS OPENINGS I HARDIEPLANK• LAP SIDING WIDTH SQ 1 SO = 100 sq.ft.) 5114 exposure) 4 6114 5 7114 6 7112 61/4 8 6 314 8114 7 9114 8 91t2 81/4 12 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION: In accordance with ICC-ES Legacy Report NER-405, HardiePlank lap siding is recognized as a suitable alternate to that specified in: the BOCA National Building Code/1999, the 1997 Standard Building Code, the 1997 Uniform Building Code, the 1998 International One- and Two -Family Dwelling Code, the 2003 International Building Code, and the 2003 International Residential Code for One -and Two - Family Dwellings. HardiePlank lap siding is also recognized for applicabon in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02. U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. HS0920-P314 10/10 Florida Building Code Online Page I of 2 c' RCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F8C Staff 6CIS Site Map Links Search Business,, Product ApprovalProfessional4USER: Public User E.24L,,t ARpoal Menu I Product or Mo6cation Search > Allication List I Application Detail FL # FL5444-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation - Roofing Address/Phone/Email PO Box 1100 1400 Union Meeting Rd Blue Bell, PA 19422 215) 274-2350 richard.a.snyder@saint-gobain.co(-n Authorized Signature Richard Snyder richard.a.snyder@saint-gobain.com Technical Representative R. Allan Snyder Address/Phone/Email Po Box 1100 1400 Union Meeting Road Blue Bell, PA 19422 Allan. R. Snyder@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 06/09/2013 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R4 COI Trinity ERD CI - Nieminen.Ddf Referenced Standard and Year (of Standard) Standpird Year ASTM D3161, Class F 2006 ASTM D3462 2007 ASTM D7158, Class H 2007 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr—app_dtl.aspx?paramwGEVXQwtDqtah 1 g07CSsoyc... 7/1/2012 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method I Option D Date Submitted 12/14/2011 Date Validated 12/14/2011 Date Pending FBC Approval 12/21/2011 Date Approved 01/31/2012 Summary of Products FL _# el, Number or Name DescriptionM:- 5444.1 C Wing 3-tab, laminated, architectural and 4-tab asphalt roof Shingles shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R4 11 CERTAINTEED Asphal Approved for use outside HVHZ: Yes Shin(Ile F1_5444-R4.pd Impact Resistant: N/A Verified By: Robert Nierninen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R4 AE grI2061IFINAL CERTAINTEED AsL)halt shingle FL5444-R4.Ddf Created by Independent Third Party: Yes Contact Us :: 1940 North m2I1r9e Street. Tallahassee FL 32392 Phi t:_ 5 -4' - 4 The State of Florida is an AA/EEO employer. Copyright 2007-2010 Statgof Florida.:: Privacy Statag2eot :: A..bty 5(aternent :: Refund Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at Product Approval Accepts: gn W EE Norton http://www.floridabuilding.org/pr/pr_app_dti.aspx?parain=wGEVXQwtDqtah 1 g07CSsoye... 7/1/2012 EXTERIOR RESEARCH & DESIGN, LLC. Certificate ufAuthorization #9503 353CHRl5TIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: ( 203)262-9245 FAX: ( 203)262'9243 EVALUATION REPORT CertainTeed Corporation 1400 Union Meeting Road Blue Bell, PA 19422 Evaluation Report 3532.09^05-R4 FL5444- R4 Date of Immuance:09/22/2005 Revision 4: 12/06/2011 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert N|erninen, P.E. for use of the product under the Florida Building Code and Florida Building Coda, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code. DESCRIPTIOm: CertainTeed Asphalt Roofing Shingles. LABELING: Each unit shall bear labeling in accordance with the requirements of the Accredited Quality Assurance Agency noted herein, CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nienninen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Tr|nityJERD requires a complete review of this Evaluation Report relative toupdated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded bythe words "TrinitylERD Eva|uated"rnay be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall bedone in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages I through 10. Prepared by: Robert J. M. Niemminem\ P.E. transmitted to the Product Approval Administrator and The facsimile seal appearing was authorized by Robert Nienunen, P. E. on 12/06/2011 Th is does not serve as an electronically signed document. Signed, sealed hardcopies have been to the named client CERTIFICATION OF INDEPENDENCE: z. Txn.ty|snu does not have, nor does /, intend to awv/m or will it mqv/re, a financial interest in any company maovmcmvnn or distributing products /tevaluates. z. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 1 Robert Niernmen, P. E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert m.em/ ne", P.E. does not have, nor will acov/re, v financial interest /n any other entity /n"^/"ou in the a»n,v,*/ process of the product. TRINITY ERE ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Sectignn Qroperty Sts1pi chard Y M 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 3. REFERENCES: Entity E5aMing Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CA12702 05/27/2003 UL(TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 06/22/2005 UL(TST 1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL(TST 1740) ASTM D3161 10CA41303 10/08/2010 UL(TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL(TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL (QUA 1743) Quality Control Service Confirmation Exp. 06/09/2013 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R4 Certificate of Authorization #9503 FL5444-R4 Revision 4: 12/06/2011 Page 2 of 10 4. PRODUCT DESCRIPTION: 4.1 [320`11, XTT1 25 and XTT" 30 are fiberglass reinforced, ]'tab asphalt roof shingles. 4.2 Carriage House Shang|e@), Centennial State °", Grand Manor 6hangie@)' Landmark`", Landmark TM Pro (formerly Landmark"~ Plus), Landmark `= Premium, Landmark`° TL and Landmark TM So|aris are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Presidential Shake `= and Presidential Shake TL`° are fiberglass reinforced, architectural asphalt roof shingles. 4.4 Matteras= and Highland Slate "~ are fiberglass reinforced, 4-tab asphalt roof shingles, 4.5 Presidential Accessory, Accessory for Hatteras, Shang|e Ridge `°, Shadow Ridge`° and Cedar Crest`m are fiberglass reinforced accessory shingles for hip and ridge installation. 4.6 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5.1 This Evaluation Report is not for use in the HVHZ 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, (]ass F and/or ASTM D7158, (]ass M, indicating the shingles are acceptable for us in all wind zones uptoV,1d = 150 mph (V"u = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 Presidential Accessory, Accessory for Hatteras, Shang|e Ridge, Shadow Ridge and Cedar Crest hip &hdge shingles have been evaluated in accordance with ASTM D3161, Class pwhen BASF 5ono|asUc NP l adhesive or Henkel PL8 Polyurethane Roo[ & Flashing Sealant, applied as specified in manufacturer's application instructions, indicating the shingles are acceptable for us in all wind zones uptnVuld = 150 mph (V"lt = 194 mph). 53.3 Classification by ASTM D7158 applies to exposure category D or and m building height o[6O feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific toeach shingle. 5. 4 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Ru|e9N-3. Exterior Research and Desimn,LLC. Evaluation Report 3532.mn'O5'm4 Certificate of Authorization #9503 pL5444-11* Revision *: z2/o6/2m11 Page zvrzm 6. INSTALLATION: 6.1 6.1.1 0.2 6.2,1 6.2,2 6.3 63.1 TRINITY ERD Roof deck, dope, undedaymentand fasteners shall comply with FOC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. UndedaymentohaU be acceptable toCertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N'3, per FB[ Sections 1507.2.3, 1507.2.4orR905.2.3. Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum hour (4) nails per shingle in accordance with pBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FDC 1507.2.6orR905.2.5. Staples are not permitted, Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep S|ope^ directions. CertainTeed asphalt shingles are acceptable for use in rerouf(teeroff) orrecover applications, subject to the limitations set forth in pO[ Section 1510 and CertainTeed published installation instructions. LOW AND STAQDAD SLOPE EN$ OS METRIC 6. 311 Hip &Ridge: Cut Shingles r rmn F grirv»4,1-owodn,^h-nIron back m°rsky! lip slow#es STEEP SLOPE umfour mulsmmsix spot's of a"iIihallroofing effli° for every mn wit?Jeoig°rx-*Asplialt rowagcement meefmwmnwDIM, T p, It is miggestot Rpm o*t svfbvrnalk ar; ustr sjv4 Ionwq),O/XN 1('.,1L1Jr10,N: Excessive tie of nwuwseuung'* to b1i"Ifer. Note: For For ASTIVI D3161 - Class Euse BASF Sonolastic NP 1 adhesive or Henkel PL@ Polyurethane Roof & Flashing Sealant, in accordance with manufacturer's instructions. Exterior Research and Design, LLc. Evaluation Report 3sz2.09.0a5-R4 Certificate mAuthorization #9503 rL5444-R4 Revision 4:z2/o6/2m11 Page *vf1m TRINITY ERR 6.12 farriage tjouse Shancille(g), Centsinnial SjMtqTM and QEand Manor ShanglCM: LOW AND STANDARD SLOPE s(, fite Hall, Im cwrri fall sliallgIV, 7777777 A f r, p, OF towe 1", 1 fw ffie wat"'lor m XhIfid/ ma ad ihm"I 6.3.2,1 Hip & Ridge: Shangle@ Ridge Figure U-18., Mingle' Ridge STEEP SLOPE I "(r sew'" hails ant{ thm 1xx13 of Asphalt roofing cemoH lof vtn-k 1111 Grand M30(fl-1'ha09IC, (,1C fiVC 11311S ARd 11111T 1(K41 "I w,1414 rwrmg k,elovill liv mvry (1111 Garria v liollsv Silmigle and State. \pplk Zq4lall foorm g colwol I' (2i Hill)) frow kAge of jHHVj(, hpim I.Asphalt wolfing (,eaiew tavoitig vq'M t)6,1V, T\jw 11 i. 'HggUNled, X 54 N,gstn' 1--i ghw w4affv v (Wand lkin. 4wagliq "'t oewrvp nalfs and thrm "p4s ojastlk"# o),fiq "s-wo 1 Exposure Remove tape from the right side and fastest SECOND Fasten the left side $hf. RIGHT FIRST LEFT rii,jjjv 17-19: inoallation q1',Vha)t#e41' Ridge shingles on &Aand rie4teF. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP I adhesive or Henkel PLC} Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R4 Certificate of Authorization #9503 FL5444-R4 Revision 4: 12/06/2011 Page 5 of 10 TRINITY ERD 6.3.3 TM TM erQ (forrngirly Laodn)%j EIST" LandmarkTM Premium. Landmark Tm TL slod LsIodmark TM SgIaris; LOW AND STANDARD SLOPE LANDMARK TL METRI( DIMENSIONS i q,m) if fm Pl I IA)t mut) WAUP rtrea F/,j 7, STEEP SLOPE Vmc us (mil" and (our q)ou; of ilpimh roofingl, (0111011t for every 11111 hljoklitic(l shiligtt.. Stv 40ow Mplwh rooting ceuwot Nliould meet XSTM P4536 T.Vpe 11 apply 1"sp0ls of t1,11h;4(00fiRg (THIM AM& catch (,ortrer mid m zkbou, I:' to 13 ' Io (r(xo rich edr,(r METRI( DIMENSIONS tin) (375 111m) (30` low) dis[ap"( 25 rum) e, e Na,ukollf-1111- 0 6.3.3.1 Hip & Ridge, Option 1: Shadow Ridge TM 3 Figure t,5- i& Sbadotr Ridge wwsswy Winiglei deft*,b raidyftaw I"-pse!tv rjjjjtc to jjtW&-T 7,2 wdividimd calA pieva, 12 150routt (1 50MAAA) Notch for Centgriig 12 305rttrttl Nutc*; for AfigonAent to 7' the Top Edge of the Previbull, English Dimension Exterior Research and Design, I.L.C. Certificate of Authorization #9503 jj 'jA) Tjr, 14,J Tr A (?f, n) A X hgwr I,i i f wjow wu6fir (wen pfil d""V, LANDMARK TL 1j, wt r, i 1,',w au nagv wafiaesA'A V c, Ing wwrl ,,, " IP v 97f8 2aOmm) j125MM1 025MM) N" for Canterittp flot0es toOkfignment to the Top Edge of the Previous Cap b 55X( 141 Atturt) Exposure Wric Dimension I 75;8 Evaluation Report 3532.09.05-114 FL5444-R4 Revision 4: 12/06/2011 Page 6 of 10 TRINITY ERD Note: For ASTM D3161 ' Class F, use BASF SomdasUc NP l adhesive or Henkel PL@ Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. 6.II2 Hip &0dge, Option 2: CedarCrest"= Use two fasteners per shingle, For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, please fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. Note: For ASTM D3161 - Class p, use BASF Sonoasiic NP 1 adhesive or Henkel PL@ Polyurethane Roof & Flashing Sealant to hand -seal Cedar Crest shingles, Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the aides of the head|ap along a line 34 to 1-inch from each side of the shingle's head|ap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot o[ NP 1 or PLadhesive between the shingle layers. Exterior Research and Design, uC. Evaluation Report 3532/09.05-R4 Certificate orAuthorization #es03 FL544*-m4 nevisiop4:z2/no/2o11 TRINITY ERR 6.3.4 PresidColial Shake` and Presidential Shake TL TIM: LOW AND STANDARD SLOPE; STEEP SLOPE; For low uw fhv wills for each hill Prewhimal For ww u1no mulls,for exti full 11remdcanal sningic and shingle xs sh-wi hol"U" apply I'diwucter,,poLi of .tsphatt roofing (vinelit uriCr 4114 JI(T 4ypl}tig 5 nankin belvo",a 111c wollug"glikle. boo" apply =t Imis I" 40 alx)vo kib culoa-, mAnkc, trCon tabs of overl}nag 'lanigC ('-wj ooll, 64 11M (1016 Mmit 1 ;4' t:i14 1,44 LL: (362 nnrni NOTF' Apply calls on pinfled guideline Ffgom 16-6- rawkiwq Ilms0intial and h*w(ko,n(V olo fors Mids4te4sr'l stole'' F(qum fashwing prt'MA,11hai, atut Pw',kkW1;4 7/1 SMb, 4hagglo, at, Vkwji 6.3.4,1 Hip & Ridge, Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 1 /4" long or longer, so they penetrate either 3/4* into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12" x 12"; Portland, OR produces 97/8" x 131/4" accessory. Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PL@ Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions, 6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar CreStTl4 hip and ridge shingles. 6.3.5 HatteraSTM: OW, STANDARD AND STEEP SLOPE: f41111'11it)4010f,11) (7,ionm) 7 Ifir I --I llrq figwv / i ; heairrriu flallow" 'm 1,. o . I'Va'd and vop" rnr 1111k 410 IIAMI,Ml 110J.`s, 4W fi1V Mid' for 0-14r IVII Exterior Research and Design, LLC. Certificate of Authorization #9503 anonlig Conical I F,, i wq, +4, , I- io&;md ('rgl# '1", 6t VOW01 ( 61 f-Ach 10I lljltero hwgje a, 'ho'll A,("e ki't'll I l, E5mmi d"u"ov, etwb, of m,fmg ("iwm (WM 1) iiK6 Ijfw 4 sttgy, wd) kolcr "'idt 1A) wawc Pcv,, 4tttme a" 16,",; do fwt q." l cement_ CAI I ION: W . ... ... Evaluation Report 3532.09.05-R4 FL5444- R4 Revision 4: 12/06/2011 Page 8 of 10 TRINITY'F m ^' 6.3.5.1 Hip &Ridge, Option 1: Accessory for Hatteras Figure 45'14.-mtbroe-puwe units separate to make Note: For ASTM D3151 - Class F, use BASF Somdasdc NP 1 adhesive or Henkel PLO Polyurethane Roof &Flashing Sealant in accordance with manufacturer's instructions. 6.3.5.2 Hip @Ridge, Option 2: Cut Hatteras Shingles V'' 230 18, m} 1 dp Cap Gapel- 20., ouxatteras shingles mmake cotAeruap. Figure 1.5-21: InstaWion qf caps along &pswnd ridges, Note: For ASTM D3161 - {]ass F, use BASF Sonn|ag1c NP l adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant in accordance with manufacturer's instructions. Exterior Research and Design, uC. Certificate mAuthorization #9503 Evaluation Report aSam.u9.Os-R4 FLs44+ R4 Revision 4,1a/oa/ooz1 Page gpf1m LOW AND STANDARD SLOPf- TRINITY ERD STEEP SLOPE: u°FIVE =WlsmmMGM* ,poLsyasphWt room mwmfor wm flill 10gliullamatestlillgiv, For Mmili-Dakfe,SIX aldis art,mqui"a wpt/'mmm" nmwaww/w'Tfmwiq?,w"°/"*(r"m^u* TAmnAN: ((ws= w-wuroofirt- coftlerit callwlw '11 til wu m 6. l6.1 Hip &R|dge, Option l: Refer to instructions herein for Cedar [rest`° orShang|e Ridge "~ hip and ridge shingles. 7. LABELING: 7. 1 Each unit shall bear permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FDCTab| e 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation ofthis product. 9. MANUFACTURING PLANTS: Contact the named OAentity for information on which plants produce products covered by Florida Rule 9N'3 OA requirements. 10. QUALITY ASSURANCE ENTITY: END OF EVALUATION REPORT - Exterior Research and Design,uLC. Evaluation Report 3532.09.05-m4 Certificate mAuthorization #9503 FL5444-R4 Revision 4:42/m6/2mzz Page zowf1m 5/3/2014 Florida Building Code Online eels Home Log 1n Use, Registration Hot Topics sut)nrilt surcharge Stats &Facts Pubilcatlons FBc Staff 6CLS Site Map links Search Business, Product Approval1ProfessionaUSEWP.bfic User 2rqAtiC A r v—, M nu > > &kvjkc i i IApp icat Ion Detail p FL # W FL12477-RI Application Type Revision Code Version 2010 Application Status Approved Comments Archived 0 Product Manufacturer United Roofing Address/Phone/Email Finches Ferry Road Eutaw, AL 35462 205) 372-3394 Ext 227 liz@unitedrooting.com Authorized Signature LIZ CARPENTER liz@unitedroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayn-ents Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Underwriters Laboratories Inc, Quality Assurance Contract Expiration Date 06/07/2013 Validated By Sorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence EL12_477 Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTIM D4869 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option B Date Subrnitted 02/24/2012 Date Validated 04/04/2012 Date Pending FBC Approval 02/29/2012 Date Approved 04/13/2012 Summary of Products FL# Model, Number or Name Description http://vmw.floridabuilding.org/pr/pr_appjU.aspx?param=vvGEVXQ\MDqsilXgYDJMD2X9mlVttnPF2iXpPqgCZmGHnb/e2bOYuhaZA°/3d%3d 1/2 w 6/3/2014 Florida Building Code Online 12477.1 No. 15 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Not for use on roof slopes less than 2:12. 12477.2 No. 15 Standard Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Not for use on roof slopes less than 2:12. Not for use in the applications. 12477.3 No. 30 ASTM Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Not for use on roof slopes less than 2:12. 12477.4 No. 30 HD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Not for use on roof slopes less than 2:12. Not for use in tile applications. ASTM D226 Type I Asphalt -Saturated Organic Felt Underlayment Installation Instructions FL12477 R1 II UR Installation Instructions.Ddf Verified By: John W- Knezevich, PE 41961 Test Reports FL12477 R1 TR Test ftoort No 15 ASTMTypg I.Ddf ASTM D4869 Type I Asphalt -Saturated Organic Felt Underiayrnent Installation Instructions FL12477 R1 II UR Installation Instructions,pdf Verified By: John W. Knezevich, PE 41961 Test Reports F 47 N T No. 30 ASTM D226 Type I1 Asphalt -Saturated Organic Felt Installation Instructions ELj24Z_Rj_lI UR Installationjn5tructions Ddf Verified By: John W. Knezevich, PE 41961 Test Reports FL12477 R1 IR Test Report No 30 ASTM D226 jyotll.od ASTM D4869 Type tI Asphalt -Saturated Organic Felt Underlayment Installation Instructions FL12477 Rl II UR Ln t i n n i n. f Verified By: John W. Knezevich, PE 41961 Test Reports FL12477 R1 TR Test Report No .30 ASTM D4869 Tvpe ILpdf Contgct Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, Copvnoht 2007-2013 State of Florida, :: Privacy Statement :: Access&htv Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S, must provide the Department vith an email address if they have one. The emails 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 dick here . Product Approval Accepts: l0E a http:// Www- floridabuilding.org/pr/pr_app_Od.aspx?param=wGEVXCeMDq sj 1 Xg YDJM D2X9mlVttnyOF2iXpPq g CZW.oH ne/n2bOYuhaZAn/n3dn/e3d 212 10, Itolring INSTALLATION INSTRUCTIONS ASTIVYD4869Type | and k1 Asphalt Saturated Organic Felt Underlayment ASTM D226 Type I and 11 Asphalt Saturated Organic Felt Underlayment Installation shall be in compliance with the requirements of the Florida Building Code, Section 1507, for underlayments based on the type of prepared roof covering being installed. naddition tothe F8Crequirements for specific roof coverings, for non -tile applications, installation shall comply with NRCA Roofing and Waterproofing Manual, 5 th Edition. For tile applications, installations shall comply with the F |O723O/O-U5|nstaUation Manual. ASTM D4869 Type I and 11 underlayments are not for use with tile applications. Prior toinstallation, clear off the deck ofany loose debris. Assure the roof deck iscompletely dry and free of any protruding roof nails or loose boards. 861 FimnhesForryRoad ,Px} Box yo°Eutaw, AL um*52-Phone noa-37e-3oo*^1-8aa-3r2-3o94^Fax 205*7e2506 6/3/2014 Florida Building Code Online 8CIS Home Log In Use, Reg.stati— hot TopicsSubmit Surcharge Stars & Facts Publications FBC Staff BCIS Site Map Links Search Businessi,. Product Approval ona 01 USER: Public Use, Professi 1 Ri2Au_QUApRrgv4_( tftD cUk,&V_Qj 4)pip;A I L > Application DetailL FL # FL5219-R2 Application Type Revision Code Version 2010 Application Status Approved Comments Archived 0 Product Manufacturer Thompson Architectural Metals Company, Inc. Address/Phone/Email 5015 E. Hillsborough Avenue Tampa, FL 33610 813) 248-3456 flvalidation@yahoo.com Authorized Signature James L. Buckner P.E,(g)CBUCK Engineering jimmy@c buckinc net Technical Representative Tony Christman Address/Phone/Email 5015 E. Hillsborough Avenue Tampa, FL 33605 813) 248-3456 tony@gonietalroofing.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G5 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the James L. Buckner Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Unch, PE O Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1714.2 Product Approval Method Method 2 Option B Date Submitted 07/03/2013 Date Validated 07/03/2013 Date Pending FBC Approval 07/09/2013 http://www.floridabuilding.org/pr/pr_app__M.aspx?param=wGEVXQwtDqWVKGCdr\P/2fKmejZWploYIdDiQix,POLAXO°/a3d 1/3 6(312014 Florida Building Code Online Date Approved 08/23/2013 summary of Products FL# Model, Number Description or Name 5219.1 1- "Standard Off Minimum 26 Gauge Steel, Nominal 4', 6', 8' or 10' Wide Off Ridge Vent Attached to Wood Deck Ridge Vent with Baffle for Shingles" Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 HVHZ: Yes Created by Independent Third Party; Yes Impact Resistant; No Evaluation Reports Design Pressure: N/A FL5219 R2 AE 01 StandarclOffRidoeVent ForShinciles EYAjRLRQ9T.pdf Other: Refer to evaluation Created by Independent Third Party: Yes report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide, 5219.2 2- "Flat Top Off Minimum 26 Gauge Steel, Norninal 4', 6', 8', or 10' Wide Off Ridge Vent Attached to Wood Deck Ridge Vent with Baffle for Tile" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other; Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. Installation Instructions Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports EL5219 RZ AE_Q2 FlatTooOffRidoeVent ForTfle EVALRERQRTpdf Created by Independent Third Party: Yes 3- "Round Top Off Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide Off Ridge Vent Attached to Wood Deck Ridge Vent with Baffle for Tile" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. 5219.4 4- "Standard Off Ridge Vent with Permanent Baffle for Shingles" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. Installation Instructions FL5219 R2 11 03 RoundToDOf RrdoeVent F rTil DnPT -If Verified By: James L. Buckner, P.E. @ CBUCK, Inc, P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports EL5212-JUL Created by Independent Third Party: Yes Minimum 26 Gauge Steel, Nominal 4', 6% 8% or 10' Wide Off Ridge Vent Attached to Wood Deck Installation Instructions Verified By: James L. Buckner, P.E. (0) CBUCK, Inc, P.E. #31242 Created by Independent Third Party: Yes Evaluation Reports M &L Q4 $tandardOyPiftgygrgwiLlip&lTriAn n a fg F r$hin Ajt g -2 RT f Created by Independent Third Party: Yes Contact U5 :: 1940 ti2ilh Monroe Strccl;, Tallahassee FL 32399 ebqaC. - -4 7- 4 The State of Florida is an AA/EEO employer. C212yQght 2007-2013 State p( F12ngq, :: P.OyAjX Sta Lemont :: ilitv Statem"t :, Round Statement Under Florida law, email addresses are public records. It you do not mot your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. -Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department wth an email address if they have one, The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not Wsh to supply a personal address, please provide the Department with an email address Mich can be made available to the public, To determine if you are a licensee http://wmAt.floridabuilding.org/pr/pr_app__ffi.aspVparam=,AGEVXQ\MDq\;WKGCdr\P/`2ff<n*ZW,*YlCiQix POLAXO`/*3d 2/3 6/3/2014 Florida Building Code Online under Chapter 455, F.S., please click here Product A ppri Accepts: EEgoisI m http://www.floridabuiIding.org/pr/pr_app__OU.asp>(?param--wGEVXCm4Dq\AWGCdrV/`2fKrriejZW4*,oYWDiQix,POLAXO`/`3d 3/3 CBUCK Engineering 5pecialftj SITLr-tLwall enqIneaerInq CBUCK, Inc, Certificate of Authorization #8064 Evaluation Report Standard Off Ridge Vent with Baffle for Shingle Roof" Metal Roof Assembly Manufacturer: Thompson Architectural Metals Company (TAMCO) 5015 E. Hillsborough Avenue Tampa, FL 33605 800) 248-3456 for Florida Product Approval FL 5219.1 R2 Florida Building Code 2010 Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "Standard Off Ridge Vent with Baffle" Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECS Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 13-139-SRV-S-S6W-ER Date: 5 / 30 / 13 Contents: Evaluation Report Pages 1 — 7 CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net rameS L. Buckner, P.E. Florida P.E. 31242 B#: B52191-112 Date: 5/30/13 Report No.: 1a-z-S6 ER 0/w m W Qp m n Qq m= page 2of7 CBmCK,Inc. Certificate of Authorization #8064 Manufacturer: Thompson Architectural Metals Company (TAMCO) Product Name: "Standard Off Ridge Vent with Baffle for Shingle Roof" Product Category: Roofing Product Sub -Category Roofing Accessories that are anIntegral part ofthe Roof System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System " Standard Off Ridge Vent with Baffle for Shingle Roof" Description: Steel roof ridge vent with field installed baffle for shingle roofs mechanically attached toPlywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: l. Ridge Vent with Field Installed Baffle 1 Fasteners l Roof Cement Support: Type Wood Deck Design ofsupport and its attachment tosupport framing isoutside the scope ofthis evaluation.) Description: IS/3l"(minjorgreater plywood, orWood plank (min.specific gravity cf0. 42) Slope: 4:12orgreater BM FL522l1-112 Date: 5/30/13 Report No.: 13'13e'sxv'ss6vxm Page 3of7 cBUCK,Inc. Certificate of Authorization #8u64 Performance Standards: The product described herein has demonstrated compliance with: TAS-100(A)-95 - Wind and Wind Driven Rain Resistance onoyor Increased Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed otthe Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code ZU1O,Section 17l42. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Ru| eG1G2O'3.001. Limitations and ^Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approva|" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Ru| e61G2U-3.00S. Per Rule 61G20'l004,the Florida Building Commission is the authority toapprove products under "Optional Statewide Approva|° mOption for application outside "Limitations and Conditions of Use" Rule 61G20- 3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the [ode" Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. w This product has been evaluated to a maximum height of 33 feet. This product shall not be installed on roof slopes less than 4:I2. Refer toapplicable building code for ventilation requirements. Design ufsupport system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3^ and is therefore not included inthis evaluation. This evaluation report dues not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade &BrovvandCounties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building [ ode and Rule 61G20-3.005 (]) for manufacturing under quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). N°=^ Engineering FL#: FL5219.1-R2 Date: 5/30/13 Report No.: 13'139-snvs*6vven Page 4uf7 CBmCK,Inc. Certificate ofAuthmizamm#8o64 Components/Materials Ridge Vent: Standard Off Ridge Vent by Manufacturer): with Field Installed Baffle for Shingle Roof Material: Steel Thickness: 26Aauge (min.) Yield Strength: 50ksimin. Corrosion Resistance: |ncompliance with FBCSection IS07/43: ASTk8A792coated, or A5TN| AG53G9Ogalvanized steel Nominal Dimensions: Base Flange Width: 24" Base Flange Lengths: Various: 4',6',8',o/10' Overall Unit height: 5-1/2" (Nominal) Baffle (Field Installed): Material: Steel Thickness: 260au0e (min.) Yield Strength: SOksi min. Corrosion Resistance: |ncompliance with F8CSection 1SO74.3: ASTK4A792coated, or ASTK4 A6S3G90galvanized steel Nominal Dimensions: Baffle Lengths: Various: 4 6''8', o/10' Baffle Leg (Width): 51, Baffle Height: 4. Fastener 1: Purpose: Attached Ridge Vent Base Flange 0oDeck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/ 4" Corrosion Resistance: Per F8CSection 15O6,5 Standard: Per A5TMF1667 Fastener2: Purpose: Attached Baffle 10Ridge Vent Housing Unit Type: Self -Drilling Screw Size : #10 x 1/ 2" Corrosion Resistance: Per F8[Section 15066and 1507.4. 4 Standard: Per SAE ]7O-l979 Roof Cement: Product Name: Heavy Bodied Flashing Cement Manufactured By: TAK4KORoofing Products Type: Asbestos -free asphalt based roof cement w/S8Srubber Standard: Per ASTMU4586,Type | neaering FL#: FL52191-112 Date: 5/30/13 Report No.:za'z39-Sxv-S*avv'sn Page 5of7 cBUCK,Inc. Certificate ofAuthorization #8o64 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening bytrimming any shingles & nails that may interfere with ridge vent installation. Apply a 1/4" Thick layer of flashing cement tothe underside of the ridge vent's flange and the shingle that would be in contact with the ridge vent's base flange. Position vent flange beneath loosened shingles and align with deck opening. Attach vent top and side flanges todeck with nails spaced 6" o.c. maximum Apply cement to exposed nail heads and where the ridge vent's base flange meets the shingles. ( Cement application shall be in compliance with manufacturer's installation Quide|inesj After adhering loosened shingles, install 36 gauge spoiler on top surface of shingles, fitted around the vent throat to allow for an approximately 2-1/2" clear opening. Fasten the baffle to the vent with TWO #10 x minimum penetration Y4"' corrosion resistant, self - drilling screws placed in factory formed holes on both sides ufthe vent. Install the "Standard Off Ridge Vent with Baffle for Shingle Roof assembly in compliance with the installation method listed in this report and applicable code sections ofFB[281O. The installation method described herein isinaccordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as supplemental guide for attachment. Referenced Data: 1. TAS1OU(\-95Test PR}Asphalt Technologies, Inc. (FB[ Organization #TSTID: 1556) Report #LVT-006-03-01' Date:]/ 17/05 2, Quality Assurance 8yKeystone Certifications, Inc. ( QUA ID: 1O24) Thompson Architectural Metals Company Licensee #Z6O 3. Certification ofIndependence 8yJames LBuckner, P.E. @C8UCKEngineering F8COrganization #ANEl91G) CBUCK Enginemering FL #: FL 5219.1-R2 Date: 5/30/13 Report No,: 13-139-SRV-S-S6W-ER Page 6 of 7 SpeclalN Structural &nQIneac=rInQ CBUCK, Inc. Certificate of Authorization #8064 Installation Method Thompson Architectural Metal Company (TAMCO) Standard Off Ridge Vent with Baffle for Shingle Roof" Ven j NOTE: Installation of baffle required to meet TAS-1 OO(A)-95 test conditions. Roofer shall complete installation of vent after shingles are layed down to edge of the vent base. The baffle rests upon the top surface of shingles and is fitted around the vent throat to allow for an approximately 2-1/2" clear opening. Installation is complete upon the baffle being attached with TWO #10 x 1/2" self -drilling screws through each flange into the sides of the vent housing. TWO #10 x 1/2" self -drilling 6" screws on each side of the spoiler 12" 4" Nominal 4' 6" 8% or 10' Length 24" Typical Ridge Vent Assembly Isometric View (Not To Scale) 2-1/2" Clear Opening FL #: FL 5219.1-R2 Date: 5/30/13 CBUCK En(gineer Ing Report No.: 13-139-SRV-S-S6W-ER Page 7 of 7 Speclalfti StTuctural Engineaerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Thompson Architectural Metal Company (TAMCO) Standard Off Ridge Vent with Baffle for Shingle Roof" r Ridge Typical 6"O.C. MAX 1.5" - —6`1-11-- 6" 6" 6" 6" 6" 6" 6" 1.5" T-0 0 0 0 Standard Off Ridge Vent with Baffle 0 0 0 Field Installed Baffle 0 0 0 0 0 ZTypical #10 x 1/2" Self -Drilling Screws L Nails: 11 Gal min. 1-1 All Corrosion Resistant, TWO (2) per each side of Baffle Annular Ring Shank Roofing Nails Spacing: 6" O.C. MAX and 1 " From Outer Edge Flange Locate 1 1/2" From Each End Deck: Minimum 15/32" Wood Typical Plan View (Not To Scale) 613/2014 Florida Building Code Online Ei Home Log In Use, Registration Hot Topics Submit Surcharge Stats & Facts puphcalfi.ns F8C Staff Bcls Site Map Links Search Business/,,, ppovalProfessio"nal USERProducPutbliAcUser, eLaAU4LAppr2vL, Menu > Pmd"L &V i ion U > Application Detail MFL # FL11473 -R2 IT111,111ApplicationType Editorial Change Code Version 2010 Application Status Approved Comments Archived 0 Product Manufacturer Simpson Strong -Tie Co. Address/Phone/ Email 2221 Country Lane McKinney, TX 75070 972) 439- 3029 rshackelford@strongtie.com Authorized Signature Randall Shackelford rshackelford@strongtie.com Technical Representative Randall Shackelford Address/Phone/ Email 1720 Couch Drive McKinney, TX 75069 800) 999- 5099 rshackelford@strongtie.com Quality Assurance Representative Pat Woodall Address/Phone/ En-ail 1720 Couch Drive McKinney, TX 75069 800) 999- 5099 pwoodall@strongtie.com Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2) Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Jeffrey Arneson Evaluation Report Florida License PE-58544 Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2014 Validated By Mark R. Barrow, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Stal3dard AF& PA NDS AISI NA Spec for Design of Cold -Formed Steel Structures ASTM D1761- 88 Florida Licensed Professional Engineer or Architect FLI 1473 B2 Eguiv 2010 5Ctt Atfiffaation SW32aQnp,df Year 2005 2001 2000 http://~, Roridabuilding. org/pr/pr_.ppp_.00 aspx?pararrF:wGEVXQwtDq,,6Jyq q Z9WuEl9bV`iKyWeNZGg AMAtfc3wrOwel n-SJwOQ%3d%3d 1/4 6/3/2014 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 11473.1 DETAL Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Method I Option D 03/14/2012 04/26/2012 05/07/2012 06/11/2012 11473,2 FGTR, FGTRE, FGTRHL, FGTRHR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473.3 HETA12, HETA16, HETA20 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473.4 HETA24, HETA40 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473.5 HETALI2, HETALI6, HETAL20 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473.6 HGAM10, HM9 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473.7 HGUM5.25, HGUM5.50 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473.8 Limits of Use HGUM7.00, HGUM7.25, HGUM9.00 Description Double Embedded Truss Anchor Installation Instructions 47 M P f Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports 47 M Created by Independent Third Party: Yes Girder Retrofit Anchor Installation Instructions Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports 4 f Created by Independent Third Party: Yes Embedded Truss Anchor Installation Instructions FL11473 R2 11 SIM 200804 MasonrvProolj2jf Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Embedded Truss Anchor Installation Instructions F 47 M r f Verified By: Randall Shackelford R.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports MasonrvProds.Ddf Created by Independent Third Party: Yes Embedded Truss Anchor Installation Instructions 4 4 M n P f Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports 4 4 M f Created by Independent Third Party: Yes Masonry retrofit connector Installation Instructions 47 M n Pr f Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports f Created by Independent Third Party: Yes Bearn/Girder Hanger for Masonry Installation Instructions EL11473 E2 11 21M 2QO8Q4 M P Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports 4 n r f Created by Independent Third Party: Yes Girder/Beam Hanger for Masonry Installation Instructions hUp://www.floridabuilding.org/pr/pr_app_00.aspx?param=wGEVXQwtDq v8.lyq q Z9WuEl9bViiK) WeNZGg AMAtfc3\,rrOv,lel n-SJv.OQ%3d%3d 2/4 602014 Florida Building Code Online Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant; N/A Design Pressure: N/A Other. FL11473 R2 11 St n P-1, nrif Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes HHETA12,HHETA16,HHETA20 Heavy Embedded Truss Anchor Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473.10 HHETA24,HHETA40 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473.11 HTSM16,HTSM20 Limits of Use Approved for use in HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473.12 LGUM26-2, LGUM28-2, LGUM210-2 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. 11473.13 LGUM26-3, LGUM28-3, LGUM210-3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473,14 LGUM26-4, LGUM28-4, LGUM210-4 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473.15 LGUM46, LGUM48, LGUM410 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473.16 LTAI Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions fkUAZ3 R Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports ELIL4ZI RJ_ A tM_ZQQ Created by Independent Third Party: Yes Heavy Embedded Truss Anchor Installation Instructions fUJ4 __UZJ_U _ajM-2NB9A MA,5pniyRrDAa-p-df Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports l 410-f Created by Independent Third Party: Yes Heavy Twist Strap for Masonry Installation Instructions Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports FI11473 R2 AE SIM 200804 MasonrvProds,L)df Created by Independent Third Party: Yes Beam/Girder to Masonry Hanger Installation Instructions Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports FL11473 R2 AE SIM 200804 MasonrvProds,i)df Created by Independent Third Party: Yes Beam/Girder to Masonry Hanger Installation Instructions ELUAZj_Rj-B-aLM-ZQDaQA -a -MAaQn PcgA5-paf Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Bearn/ Girder to Masonry Hanger Installation Instructions FL11473 R2 II SIPr Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports fjjL4 7 A_ R2AEPr f Created by Independent Third Party: Yes Bearn/Girder Hanger for Masonry Installation Instructions FL11473 R2 Il SIM 200804 MasonrvELQjkp-d-f Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Embedded Truss Anchor Installation Instructions Verified By: Randall Shackelford P.E. 6867.5 (TX) Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes http:llwww, floridabuilding.org/pr/pr_app__O.aspx?pararTFwGEVXQ\MDqv"qZ9WuEl9bViKyWeNZGgAMAtfb3vrrOvo--lrnSJvkQ%3d°/3d 3/4 6/3/2014 Florida Building Code Online 11473.17 META12, META14, META16, META18 Embedded Truss Anchor Limits of Use Installation Instructions Approved for use in HVHZ: Yes 11 SIM 200804 MasonrvProd.I?df Approved for use outside HVHZ: Yes Verified By: Randall Shackelford P.E. 68675 (TX) Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL11473 B2 6E SIM 2008QA Ma:jgncyProds.j2d Created by Independent Third Party: Yes 11473,18 META20, META22, META24, META40 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure; N/A Other: Embedded Truss Anchor Installation Instructions Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports FL11473 R2 AE SIM 200804 MasonrvProds.t)df Created by Independent Third Party: Yes 11473.19 MSTAM24, MSTAM36, MSTCM40, Strap Tie for Masonry MSTCM60 Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 11473.20 MTSM16,MTSM20 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions Verified By: Randall Shackelford P.E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Twist Strap for Masonry Installation Instructions Verified By: Randall Shackelford P,E. 68675 (TX) Created by Independent Third Party: Yes Evaluation Reports FL11473 R2 I E 5 M 00§Q4 IaaonryRrods —If Created by Independent Third Party: Yes Ej cl :: 1940 NQah MQnaIg 5treet Tallahass%42 Fn-407-1524 The State of Florida is an AA/EEO employer. Copynaht 2007-2013 State of Franca. :: Unvacy Statement :: Ar,Lg2silbdityStatement .: R,.fk n I Sit n Under derFlorida [a., email addresses are. public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850,487.1395. -Pursuant to er Se, on 455275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter,155, F.S. must provide the Department with an email address if they have one, The emanis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wsh to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee under chapter 455, F.S., please click herC Product Approval Accepts; go A El M http:// www.floridabuilding.org/pr/pr_app O.aspx?paranr-wGEVXQMDq,v6. qZ9WuEl9bViKyWeNZGgAMAtfc3\,rrO\Ae1msj\tvoQ%3d%3d 4/4 Jax Apex Technology, Inc. FBPECANO. 7547 474SSutton Park Court, Suite 402 JachaonW|le. FL 32224/904/821-5200 Evaluation reports are the opinion of the engineer who prepared the report, based on the findings, and in no way mumwte or imply approval by u local building authority. The engineer, in review of the data submitted, Mn4o that, in his opinion, the product, material, system, o, method of construction specifically identified in this report conforms with or is a suitable alternate to that specified in the Florida Building Code, SUBJECT TO THE LIMITATIONS IN THIS REPORT Jeffrey P. Arneson, anemployee cfJoxApex Technology, Inc. (Apex Teohnology.iuthe authorized evaluating engineer of this report. Apex Technology is the prime professional, as defined in Florida Rule 61 G-30.002, authorized to sell the engineering services performed by Jeffrey P. Arneson, and is in no way acting, nor attempting to act, as an approved evaluation entity. Neither Jeffrey P. Arneson, nor any other employee of Apex Technology, has performed calculations ortesting for the products listed inthis report. This evaluation iabased solely upon the review, under the direct supervision of Jeffrey P. Arneson, of testing and/or calculations submitted bythe manufacturer. The capacities listed inthis report are based onthe limiting capacities as determined from the substantiating data. VVereviewed the substantiating data 0oedegree that allowed uu0odetermine whether or not the work performed is consistent with the intended use of the product, and that the methods used are in compliance with, or meet the intent of, the Florida Building Code. All test reports were prepared by an approved baohng laboratory. REPORT NO.: S|K8200802 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors SUBMITTED BY: S|KXPSONSTRONG-TIE COMPANY, INC. 5A56VKLASPDS| TASBOULEVARD PLEAGANTON.CAA4588 1. CERTIFICATION OFINDEPENDENCE: Jeffrey P.Arneson, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing, sales, or distribution of the products included inthis report. Jeffrey P.Arneson and Apex Technology comply with all criteria oestated in Florida Administrative Code Chapter 9B-72.110. 2.PRODUCT NAME Truss to Wall Connectors MTSK818.MTGM20.HTSK816.HT8M20.HM9.HGAM10 Page | oyD Simpson Strong - Tie Embedded Truss Anchors META12, META14, META16, META18, META20, META22, META24, META40, HETA12, HETA16, HETA20, HETA24, HETA40, HETAL12, HETAL16, HETAL20, HHETA12, HHETA16, HHETA20, HHETA24, HHETA40, LTA1, DETAL Wood to Masonry Straps MSTAM24, MSTAM36, MSTCM40, MSTCM60 Girder Tiedowns FGTR, FGTRE, FGTRHL, FGTRHR Wood to Masonry Hangers LGUM26-2, LGUM28-2, LGUM210-2, LGUM26-3, LGUM28-3, LGUM210-3, LGUM26-4, LGUM28-4, LGUM210-4, LGUM46, LGUM48, LGUM410, HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 3. SCOPE OF EVALUATION Load Evaluation as a Structural Component using the requirements of the Florida Building Code, Building. 4. DESCRIPTION: 4.1 MTSM16 and MTSM20 Twist Straps for Wood to Masonry. The MTSM16 and MTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The MTSM fastens to the wood member with 10d common nails, and fastens to the wall with either'/4x2Y4" Titen Masonry Screws for a masonry wall, or Y4x13/4" Titen Masonry Screws for a concrete wall. These connectors are manufactured from 16 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.2 HTSM16 and HTSM20 Twist Straps for Wood to Masonry. The HTSM16 and HTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HTSM fastens to the wood member with 10d common nails, and fastens to the wall with either'/4x2'/" Titen Masonry Screws for a masonry wall, or'/x13/4" Titen Masonry Screws for a concrete wall. These connectors are manufactured from 14 gauge steel meeting ASTM A653 SS Grade 50, Class 1. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.3 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HM9 fastens to the wood member with Simpson '/4 X 1'/2" SDS screws (provided with the part), and fastens to the wall with either'/x2/" Titen Masonry Screws for a masonry wall, or'/4x1%" Titen Masonry Screws for a concrete wall. The HM9 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Hurricane tie fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 2 for additional details of the HM9. 4.4 HGAM10 Hurricane Gusset Angle. The HGAM10 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HGAM10 fastens to the wood member with Simpson '/4 X 1'/2" SDS screws (provided with the part), and fastens to the wall with'/x2'/4" Titen Masonry Screws. Allowable loads are shown in Table 2. The HGAM10 is manufactured from 14 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Angle Page 2 of 13 Sitnpson Strong -Tie fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 3 for additional details ofthe HBAM10, 4' 5 META, HETA,HETAL`HHETA Embedded Truss Anchors. Embedded Truss Anchors are used to anchor a wood member (usually a truss) to a masonry or concrete wall. Embedded truss anchors fasten to a single -ply wood truss with 1 Odx 11/2 nails or to a multiple -ply truss with 16d common nails. They are embedded in the masonry or concrete wall to a depth indicated on the side of the anchor (4" for META, HETA, and HETAL. and 5'/~o''for HETAL).The strap portion uf the anchor ia1&''wide. The anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, with the exception of the truss seat ofthe HETALwhich iamanufactured from steel meeting ASTMAO53SSGrade 33. Steel thickness inaaspecified inTable 9. The galvanized coating complies with the G90requirements ofASTMA653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2for single installations and Table 3for double installations. See Figures 4and Sfor additional details ofsingle and double embedded truss anchors. 4'6 LTA1Lateral Truss Anchor. The LTA1inused toanchor wood trusses, rafters, or beams to masonry orconcrete walls. The LTA1 fastens hothe wood member with 10d«1\6. 00mmunnai|aendhea|ogovvhioharoembeddedintothavvaUsyutem. Allowable loads are shown inTable 2. TheLTA1 iomanufactured from 18gauge steel meeting ASTMAS53SSGrade 33. The galvanized coating complies with the 89O requirements ofASTPW/\G53. Truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2. See Figure 5 for additional details of the LTA1. 4'70ETAL2WDouble Embedded Truss Anchor. The DETALivahigh capacity connector used to anchor single -ply wood trusses or rafters to masonry or concrete vveUs. The OETALfastens bothe wood members with 1Ud»1| 6^nails. They are embedded inthe masonry orconcrete wall toadepth of41/2inches. The strap portion ufthe anchor ia11/8''wide. The strap anchors are manufactured from steel meeting ASTK4AS53SSGrade 50.Class 1.and the truss seat iomanufactured from steel meeting ASTK4AG53SSGrade 33. The strap anchors are 1SQo.steel and the seat io 18ga.steel. The galvanized coating complies with the GgOrequirements ofASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown inTable 3.See Figure Gfor additional details of thoDETAL 4'8 M8TAk8,K8STCK8Wood tmMasonry Strap Tie. The W1STAK4and K4STCK4Strap Tie models are used to provide a tension connection between wood members and a masonry urconcrete structure. The M3TAK4Straps are 1}{^wide for use on1}6''and larger members. They are installed with 1Odcommon nails tothe wood and either 1/4«2l/4"Ti0enMasonry Screws tomasonry, nrl{«1l4''TitenMasonry Screws 0n concrete. The MSTCK4Strap in3''wide for use ondoubled 2-byorsingle 4-byand larger members. They are installed with 1Odsinker nails tothe wood and either }{«2>{" TitenMasonry Screws 10masonry, or1/4^19{^TitonMasonry Screws tuconcrete. The MSTCM Strap has countersunk nail slots for a lower nailing profile and coined edges for safer handling. The straps are manufactured from steel meeting ASTK4A853SSGrade 50.Class 1.ofa thickness aaspecified inTable 4. The galvanized coating complies with the Gg0requirements ofA8TyWA853. Masonry strap fastener schedule, dimensions and allowable loads are shown inTable 4. See Figure 7for additional details of wood to masonry straps. 4'9 FGTR, FGTRE, FGTRHL, FGTRHR Face Mount Girder Tie Down. The FGTR is a non -pitch specific girder tie down that can be used in new construction or retrofit applications to tie down a girder truss or beam to a concrete or masonry wall. The Page 3of8 FGTR can be installed in a single application or can be doubled to achieve a higher uplift capacity. The FGTR fastens tothe truss with Simpson Strong-Tie8DSy4" wood screws, and fastens to the masonry or concrete wall with Simpson Strong -Tie 1/2" diameter TitenHDfasteners, which are supplied with the connector. The FGTREuses a strap that io oriented with its flat dimension parallel 0othe truss for placement at the end ofwalls when the truss ioparallel bothe wall. The FGTRHLand FGTRHRare designed with the flat dimension of the strap at a 45 degree angle to the truss for anchorage ofhip trusses. The FGTFlstraps are manufactured from 7gauge ASTK4A' 1011 Grade 33steel having Fy=33koiand Fv=52ksiand the plates are made from 3 gauge 4GTK4Ar1O11 Grade 83steel having F=33keiand Fv=52kai.They have agray powder coat finish. Girder tie down fastener schedule, dimensions and allowable loads are shown in Table 5. See Figure 8 for additional details of face mount girder tie down connectors. 4.10 LGWK8,HGUK8Masonry Girder Hangers. LGUMand HGUK4girder hangers are high capacity joist hangers that are used to connect wood girders and beams to masonry orconcrete walls. The LGUK4and HGUyWuse Simpson Strong -Tie TitenHD anchors to attach to the masonry or concrete wall, and Strong -Drive Screws (which are provided) 0oattach the beam tothe hanger. Toinstall the TitenHDanchors, drill holes of the same diameter oathe anchor into the masonry orconcrete. Holes should bo>&" deeper than the specified TitenHDlength, The SDSscrews are installed best with a low -speed |6''drill and a96''hex head driver. PnaddUingholes for 8OSscrews isnot required. The LGUK4 iomanufactured from galvanized steel complying with ASTM A 653 SS Grade 40 with minimum yield and tensile strengths of 40 and 55 ksi (275 and 379MPo). respectively. The H8UMismanufactured from galvanized steel complying with ASTM A 653 SS Grade 33 with minimum yield and tensile strengths of 33 and 45 ksi (228 and 310 MPa), respectively. The galvanized coating complies with the G90 requirements ofASTMA653. The steel thicknesses are U.OQ9"(2.51mm)for the LGUM.and O.173,(4.39mno) for the HGUK4.Girder hanger fastener schedule, dimensions and allowable loads are shown inTable S. See Figure yfor additional details ofmasonry girder hangers. 5. MATERIALS 5.1 Steel. Steel specifications for each product listed in this evaluation report shall be as indicated in the previous section. 5.2 Wood. Wood members 0owhich these connectors are fastened shall bosolid sawn lumber, glued -laminated lumber, or structural composite lumber having dimensions consistent with the connector dimensions shown in Tables'! through S. Unless otherwise noted, lumber shall be Southern Pine or Douglas Fir -Larch having a minimum specific gravity ofO.50. Where indicated by SPF, lumber shall be Spruce - Pine -Fir having a minimum specific gravity of 0.42. 5.3 Nails and Bolts. Unless noted otherwise, nails shall becommon nails. Nails shall comp minimum bend Fb: Common Nail Nail Shank Diameter Fyb (psi) Fasteners for galvanized connectors inpressure-preservative treated wood shall be hot -dipped zinc coated galvanized steel with coating weights in accordance with ASTM Al 53. Fasteners for stainless steel connectors shall be stainless steel. Page 4o||3 5,4 Concrete/Masonry. Concrete and Masonry design specifications shall be the stricter of the specifications by the engineer of record, the Florida Building Code minimum standards, the following, or as noted in the report: Material Specification Minimum Compressive Strength Concrete, f'c Masan f m Masan Unit ASTM E447 ASTM C90 2500 psi 1500 psi 1900 psi Mortar ASTM C270 Type S 1800 si or b ro ortions Grout ASTM C476 2000 psi or roportians 6. INSTALLATION Installation shall be in accordance with this report and the most recent edition of the Simpson Strong -Tie Wood Construction Connectors catalog. The Information in this report supercedes any conflicting information between information provided in this report and the catalogue. 7. SUBSTANTIATING DATA Test data submitted by Testing Engineers Inc. and Product Testing, Inc., and signed and sealed calculations performed by Jeremy Gilstrap, P.E., and Samuel Hensen, P.E., performed in accordance with the 2007 Florida and Residential Building Codes. Product Test Number Date Tested MTSM B845, H756 2/27/90, 12/6(00 HTS M 02-3667 1 /30/02 HM9 U lift 02-3793 5/15/02 HM9 F1 Direction 02-3793 5/15/02 HM9 F2 Direction 02-3793 5/15/02 HGAM10 Uplift 02-3884 7/29/02 HGAM10 F1 Direction H046 3/25/99 HGAM10 F2 Direction H141 6/22/99 META Uplift 02-3674, 02-3802, 6/4(02, 6/8/02, 7/24/02, 2/8(04 02-3861, 04-4675 META F1 02-3674, 02-3802 6/4/02, 6/8/02 META F2 02-3674, 02-3802, 6/4/02, 6/8/02, 7/24/02 02-3861 HETA Uplift 02-3803, 02-3862, 6/10/02, 7/26/02, 2(8/04 04-4676 HETA F1 02-3803 6/10/02 HETA F2 02-3803, 02-3862 6/10/02, 7/26/02, HHETA Uplift 02-3676, 02-3863, 6/4/02, 7/29/02, 2/7/04 04-4674 HHETA F1 02-3676 6/4(02 HHETA F2 02-3676, 02-3863 6/4/02, 7/29/02 HETAL Uplift 02-3803, 02-3862, 6/10/02, 7/26/02, 2/8/04 04-4676 HETAL F1 D793 3/17/94 Page 5 of 13 Simpson Strong -Tie Product Test Number Date Tested HETAL F2 D844 3/28/94 DETAL Uplift 0797 3/28/08 DETAL F1 0795, 0799 5/12/08, 3/27/08 DETAL F2 0796, 0798 6/05/08, 3/28/08 LTA1 Uplift 02-3616 2/13/02 LTA1 F1 02-3616 2/13/02 LTA1 F2 02-3616 2/13/02 MSTAM24 U lift 02-3795 5/17/02, 5/17/02 MSTAM36 Uplift 02-3795 5/17/02, 5/17/02 MSTCM40 U lift 02-3796 5/31/02 MSTCM60 Uplift N471 1/26/07 FGTR Uplift 04-5004, 04-5005 10/6/04, 10/6/04 FGTRE U lift 04-5010 10/29/04 FGTRHL/R Uplift 04-4915 10/13/04 LGUM Down M202,M 203, M204, 7/13/06, 7/13/06, 7/13/06, 7/14/06, Uplift M222, M224 8/03/06 LGUM M211, M212, M213 8/18/06,8/18/06, 8/21/06 HGUM Down M207, M209,M216, 9/11/06, 9/11/06, 10/20/06, 10/20/06 M217 HGUM Uplift M729, M731 8/3/06, 8/04/06 8. FINDINGS Upon review of the data submitted by Simpson Strong -Tie, it is my opinion that the models as described in this report conform with or are a suitable alternative to the standards and sections in the 2007 Florida Building Code, Building, and the Florida Building Code, Residential code editions listed in section 10 of this report, subject to the limitations below. Maximum allowable loads shall not exceed the allowable loads listed in this report. 9. LIMITATIONS: 1. Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads listed in this report are based on allowable stress design. The loads in this report are not applicable to Load and Resistance Factor Design. 2. Capacity of wood members is not covered by this report. Capacity of wood members must be checked by the building designer. 3. Allowable loads for more than one direction for a single connection cannot be added together. A design load that can be divided into components in the directions given must be evaluated as follows: Design Uplift/Allowable Uplift + Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate + Design Lateral Perp. to Plate/Allowable Lateral Perp. to Plate < 1.0 10. CODE REFERENCES Florida Buildina Code. Buildina 2007 Edition Section 104.11 Alternate Materials and Methods Chapter 1714.2 Load Test Procedure Specified Chapter 21 Masonry Chapter 22 Steel Chapter 23 Wood Page 6 of 13 Simpson Strong -Tie Florida Buildina Code. Residential 2007 Edition R101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood 11. ALLOWABLE LOADS: The tables that follow reference the allowable loads for the aforementioned products, TABLE I ALLOWABLE LOADS AND FASTENERS FOR TRUSS TO MASONRY OR CONCRETE WALL CONNECTORS Fasteners Allowable Uplift Loads Model Length 160) No. Ga in.) CMU Concrete Southern Truss/ Rafter Pine/Douglas Fir- Spruce Pine -Fir Titen) Titen) Larch MTSM16 16 16 10 _d 4-1/4x 2 1/. 4-1/4xl3/, 875 755 MTSM20 16 20 7-1 Od 4-1/4x2l/4 4-1/4 x 13/4 875 755 HTSM16 14 16 8-1 Od 4-1/4x2l/4 4-1/4x 13/4 1175 1010 HTSM20 141 20 10-10d 4-1/4 x2 -1/4 4x 1 -1/4 1175 1010 HM9- 181 4-SDSI/4 X 11/2 5-1/4x2l/4 5-1/4 X 13 /4 805 1 690 HGKM' 10, 14 4-SDS'/4X11/. 1 850 850 Notes: 1. Loads include a 60% load duration increase on the fastener capacity for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern, 2. HM9 allowable F1 load shall be 635 lbs (DFL/SYP) & 545 lbs (SFP), and allowable F2 load shall be 200 Ins (DFL/SYP) & 170 lbs ( SPF). 3. HGAM10 allowable F1 load shall be 1005 lbs (DFL/SYP) & 870 lbs (SFP), and allowable F2 load shall be 1105 lbs DFL/SYP) & 950 lbs (SPF). 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of I/V must be used when framing anchors are installed on each side of the joist or truss. HGAM10 HM9 F N F2 Moisture harder not shown Figure I Figure 2 Figure 3 Typical MTSMM/ HTS1M Application Typical HM9 Installation Typical HGAM10 Installation Page 7 of 13 Simpson Strong - Tie TABLE 2 ALLOWABLE LOADS AND FASTENERS Model No. Ga H Uplift Lateral Loads 1 Ply So, Pine Truss 2 or 3 Ply So. Pine Truss F1 1parallel to wall) F2 perpen.to wall) Fasteners Load Fasteners Load META12 18 8 10 7-10dx1 7-10dx1% 1450 1450 6-16d 6-16d 1450 1450 340 340 725 725META14 META16 12 14 7-10dx1% 7-10dxl'/ 1450 1450 6-16d 6-16d 1450 1450 340 340 725 725META18 META20 16 6-10dxl'/ 1270 5-16d 1245 340 725 1 7-10dx1% 1450 6-16d 1450 340 725 META22 META24 18 7-10dx1% 1450 6-16d 1450 340 725 20 7-10dx1% 1450 6-16d 1450 340 725 META40 36 7-10dx1 1450 6-16d 1450 340 725 HETA12 16 8 7-1 Od x 1 1520 7-16d 1780 340 725 HETA16 HETA20 12 16 9-1 Od x 1 8-1 Od x 1 % 9-10dxll/2 1810 1735 1810 8-16d 7-16d 8-16d 1810 1780 1810 f 340 340 3 40 725 725 7257HETA24209-10dX1% 1810 8-16d 1810 340 725 HETA40 36 9-10dx1% 1810 8-16d 1810 340 725 HHETA12 14 8 7-1 Od x 1% 1565 7-16d 1820 3406 815 HHETA16 12 16 10-10dx1% 9-1 Od X I % 2235 2010 9-16d 8-16d 2235 2080 3406 3406 815 815 HHETA20 HHETA24 10-1001% 2235 9-16d 2235 340" 815 20 10-10dxl'/2 2235 9-16d 2235 3406 815 1 HHETA40 36 10- 1 Od x I % 2235 9-16d 2235 3406 815 HETAL12 16 7 10-10dxl'/2 1085 10-16d 1270 415 1100 HETAL16 11 14-1 Od x 1 % 1810 13-16d 1810 415 1100 HETAL20 15 14-1 Od x 1 % 1810 13-16d 1810 415 1100 LTA1 18 3/8 12-10dx1% 1420 12-10dx1% 1420 485 1425 Notes: 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Five nails must be installed into the truss seat of the HETAL 3. Parallel -to -plate load towards face of HETAL is 1975 lbs, 4. Minimum fc is 2,000psi 5. It is acceptable to use a reduced number of fasteners in a product provided that there is a reduction in load capacity. The load per nail can be approximated by dividing the allowable load by the number of fasteners. This concept applies to all member sizes. There should be a minimum of 4 nails installed in the strap. Lateral loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA anchors or less than 6- 16d or 7-10dx1'W' fasteners are used with the META anchor. 6. The HHETA allowable F1 load can be increased to 435 pounds if the strap is wrapped over the truss and a minimum of 12 nails are installed, Typical META Installed with TSS Figure 4 Figure 5 Pa, META/HETA/HHETA Tvoical Installation LTAII Typical Installation Simpson Strong -Tie TABLE 3 ALLOWABLE LOADS AND FASTENERSFOR DOUBLE EMBEDDED TRUSS ANCHORS Uplift Loads Lateral Loads5 1 Ply Southern Pine Truss 2 or 3 Ply Southern Pine Truss F1 parallel F2 perpen. Model No, Qty. Application Fasteners Load Fasteners Load to wall) to wall) 1Loads include o60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads donot include astress increase onthe strength nfthe steel. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum r,ia2.5V0psi. 3, Install with spoons facing outward and spaced nomore than 1m^wider than the truss width. 4. Install half of the required number of fasteners in each strap, except for the DETAL20. FnrDET8L2O. install six nails ineach strap and six nails inthe truss seat. 5 Lateral loads for META, HETA.and HHETAanchors apply only m2-u,3-p|yapplications with anchors spaced aminimum of3^apart. For single ply applications use lateral loads inTable 2. DETAL|atena| load apply msingle-ply application. 5. DETAL2OLateral Lomdi inthe F'direction anchored inCk»Ugreater than 1.78Ulb. may result in deflection UP to 5/32" in the F, direction. IT 12 0 Figures DETAIL and Double META/ HETA/HHETA Application Page 9oyl3 Simpson Strong -Tic TABLE 4 MASONRY STRAPS ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Dimensions Simpson Strong -Tie DF/SP SPF W L CMU Concrete Nails Load Nails Load Notes 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads Uonot include astress increase unthe strength ofthe steel. Nnfurther increases are permitted. Reduce loads where other loads govern. 2. Minimum edge distance |a1&'' for TitanMasonry Screws. 3. Min|mumf~ = 15OUpsi and minimum r^= 2500pei 4 Products shall boinstalled such that the Titmnscrews are not exposed tmmoisture, e z x Typical NSTAM36 Installation Figure 7 IVISTAM/ MSTCM Typical Dimensions and Installation Typical MSTCM60 Page i0of|] Simpson Strong -Tie TABLE 5 FGTR SERIES ALLOWABLE LOADS AND FASTENERS Fasteners Allowable To Block andModelNo. Oty. Uplift Load Concrete Wall To Truss 160) Notes 1. Loads include o00% load duration increase onthe fastener capacity inwood for wind loading where wUnwod bythe Florida Building Code. Loads donot include astress increase nnthe strength ofthe steel. Nufurther increases are permitted. Reduce loads where other loads govern. 2. Products shall be attached to grouted and reinforced CMU walls or reinforced concrete walls that are designed tutransfer the uplift loads »uthe foundation. 3. Minimum edge distance for the TitanMD|a4^ 4. THD'ushould bespaced inevery other hole onthe part 5 Attached members must hwdesigned mresist the applied loads O, Products used for corner applications shall holimited oo4OO5|baallowable 7. Loads are governed by the grouted wall capacity based on testing of the products attached to the corner nfablock wall atanaverage ultimate load of14.800|bo. The connector has been tested attached to a steel column to an allowable load of 11,400 lbs which can be used for design provided the wall indesigned bythe engineer ufrecord mtransfer the uplift forces. FGTRHLTOPVIEW Two FGTRs Figure 8 FGTR/FGTREIFGTRHLIFGRHR Typical Installation Page /ioJ|3 9hop000SLroog-Tle TABLE 6 — LGUM AND HGUM ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Dimensions (in.) Fasteners Allowable Loads —(lbs.) Model No, Ga CMU/Concrete Joist Uplift Download (DFISPILVUPSULSL) 100/115/125) DOUBLE 2x SIZES TRIPLE 2x SIZES QUADRUPLE 2x SIZES 4x SIZES LGUM 48 t 2_ 3 tx_ 8260 ENGINEERED WOOD AND STRUCTURAL COMPOSITE LUMBER SIZES (HEAVY D Notes: 1. Uplift loads include a0O% load duration increase on the fastener capacity in wood for wind loading where allowed hythe Florida Building Code. Loads donot include mstress increase onthe strength o(the steel. No further increases are permitted. Reduce loads where other loads govern. 2 Minimum r.= 150Opsi and r"=25OOpsi. 10 m Figure LGUMIHGUM Typical Installation Page l2vf1} 12. IDENTIFICATION Each connector covered by this report shall be stamped with the manufacturer's name and/or trademark and the product name. 4 a hn gy, Inc. Je y {? •rrae , P.E. Yat1u 5. 9 Page 13 of 13 Simpson Strong -Tie horida Building Code Online Page I of 2 6CIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff SCIS Site Map Links Search Business /,,, Product ApprovalProfessiorfal4USER: Public Use, Noajuct Amno-t Mt.-, 1,0dLIt ,, AILALul— > A)p hcahori 1-;,,t > Application Detail1 L ---- ---- - L - ---- — L FL # FL1418-R2 Application Type Revision Code Version 2007 Application Status Approved 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Wekiwa Concrete Products, Inc. 6424 W. Jones Ave. Zellwood, FL 32798 407) 886-2511 PGORDON@WEKIWACONCRETE.COM PAUL GORDON PGORDON@WEKIWACONCRETE.COM Paul Gordon 6424 W. Jones Ave. P.O. Box 279 Zellwood, FL 32798 407) 886-2511 pgordon@wekiwaconcrete.com Paul Gordon 6424 W. ]ones Ave. P.O. Box 279 Zellwood, FL 32798 407) 886-2511 pgordon@wekiwaconcrete.com Structural Components Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received THUY H. HUYNH, P.E PE-60122 Keystone Certifications, Inc. 0110112010 Andrew Lovenstem, P.E. Validation Checklist - Hardcopy Received FL1418 R2 COI Independent 2007 codepdf http://www.floridabuilding.org/pr/pr__.app_dtl.aspx?param=wGEVXQwtDqsKhgANvDgZw... 7/1/2012 Florida Building Code Online Page 2 of 2 Sections from the Code 1901,22007 2107 2007 R402.22007 R606 2007 Product Approval Method Method 2 Option B Date Submitted 04/14/2009 Date Validated 05/11/2009 Date Pending FBC Approval 05/13/2009 Date Approved 08/11/2009 of Products FL # Model, Number or Name Description 1418.1 ' 118& 12" Wide Pre -cast and Pre- 8" wide Pre -cast & Pre -stressed Lintels, 8" wide Pre -cast St' ressed Lintels Door Headers and 12" wide Pre -cast Lintels. Limits of Use Installation Instructions Approved for use in HVHZ: No FL1418 R2 11 IN. INSTRUCTIONS 2007 CODE.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Thuy Huynh of Dansco Engineering 60122 Design Pressure: N/A Created by Independent Third Party: Yes Other: This product can be used in HVHZ areas such as Evaluation Reports Broward & Dade County but it is subject to local FL1418 R2 AE 2007 Florida Buildin Code C m Banc Lttter.pdapproval, FL1418 R2 AF Engineering Evaluation Report 2.007 Code. FL1418 R2 A e..df FL1418 R2 AE Ind ntrid ent 2007 ggft,i)df FL1418 R2 AE Oualit yControl Manual 2007 code.Dd Created by Independent Third Part :Yes il E* l- I- '_ Contact Os : : Phone: SSO"487- R24 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Acce5s(U(IiLy Statemeril :: RefuoU titatemerut Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR'S ADA web accessibility, please contact our Web Master at webLnast2r2dbDr,state,fl,us. Product Approval Accepts; cl *1 F] to W, Uri I- i 1, , http://www.floridabuilding.org/pr/pr—app_dti.aspx?param=wGEVXQwtDqsKhgANvDgZw... 7/1/2012 Version 1.1 2.TiI $ INSTALLATION INSTRUCTIONS Wekiwa Concrete Products, Inc, PRECAST AND PRESTRESSED LINTELS 8" AND 12" WIDE) In order for proper installation of precast and prestressed lintels, DANSCO Engineering, LLC, has prepared this installation instructions to be used in conjunction with quality control methods of the contractor and good construction practices, 1. All reinforcements shall be cleaned by removing mud, oil, or other materials that will adversely affect or reduce bond at the time mortar or grout is placed. Reinforcement with rust, mill scale, or a combination of both will be accepted as being satisfactory without cleaning or brushing provided the dimensions and weights, including heights of deformations, of a cleaned sample are not less than required by the ASTIVI specification covering this reinforcement in this Specification. 2. Prior to placing masonry, remove laitance, loose aggregate, and anything else that would prevent mortar from bonding to the lintel. 3. Debris — Construct grout spaces free of mortar dropping, debris, loose aggregates, and any material deleterious to masonry grout. Lintel / masonry erection 1. Placing lintel — Length of bearing of lintels on their support shall be a minimum of 4 inches for filled lintels and 6 Y2 inches for unfilled lintels in the direction of span. Provide a temporary support for lintels that are greater than 14' — 0"; the temporary support shall not be removed until 2 days after the grout placement. 2. Placing mortar and units (for composite lintels only) Bed and head joints — Unless otherwise required, construct 3/8 inches thick bed and head joints. Construct joints that also conform to the following: a) Unless otherwise required, tool joint with a round jointer when the mortar is thumbprint hard. b) Remove masonry protrusions extending 1/2 inches or more into cells or cavities to be grouted. Place hollow units so: a) Face she ' Ils of bed joints are fully mortared, b) Head joints are mortared, a minimum distance from each face equal to the face shell thickness of the unit. M601 c) Vertical cells to be grouted are aligned and unobstructed openings for grout are provided in accordance with the Project Drawings. Place clean units while the mortar is soft and plastic. Remove and relay in fresh mortar any unit disturbed to the extend that initial bond is broken after initial positioning. Reinforcement installation a) Support and fasten reinforcement together to prevent displacement beyond the tolerances allowed by construction loads or by placement of grout or mortar. b) Completely embed reinforcing bars in grout in accordance with AC1530-05 Article 3.5, c) Maintain clear distance between reinforcing bars and any face of masonry unit or formed surface, but not less than 114 inches for fine grout or 1/2 inches for coarse grout. d) Splice only where indicated on the Project Drawings, unless otherwise acceptable. e) Unless accepted by the Architect/ Engineer, do not bend reinforcement after it is embecled in grout or mortar. f) Place joint reinforcement so that longitudinal wires are embeded in mortar with a minimum cover of 1/2 inches when not exposed to weather or earth and 5/8 inches when exposed to weather or earth. Grout placement a) Placing time — Place grout within I Y2 hours from introducing water in the mixture and prior to initial set. b) Confinement — Confine grout to the areas indicated on the Project Drawings. Use material to confine grout that permits bond between masonry units and mortar. c) Grout pour height — Do not exceed the maximum grout pour height given in the AC1530-05 Table 7. d) Grout lift height — Place grout in lifts not exceeding 5 feet. e) Consolidation — Consolidate grout at the time of placement. Consolidate grout pours 12 inches or less in height by mechanical vibration or by puddling. Consolidate pours exceeding 12 inches in height by mechanical vibration and reconsolidate by mechanical vibration after initial water loss and settlement has occurred. XMME a) Verify masonry unit strength, fm in accordance with the AC1530-05 Article 1.6. b) Sample and test grout as required by the AC1530-05 Articles 1.413 and 1.6. INSTALLATION INSTRUCTIONS Cleaning Clean exposed masonry surfaces of all stains, efflorescence, mortar or grout droppings, and debris. Limitations of use a) Support on wood — Lintel shall not be support on wood girders or other form of wood construction. b) Construction loads — Do not apply construction loads that exceed the safe superimposed load -carrying capacity of the masonry and temporary support, if used. c) Impact resistance — Lintels apply to the design or construction of masonry for buildings, parts of buildings, or other structures, if the project is located in areas where the basic wind speed exceeds 130 mph, exposure B shall be filled solid with grout. INSTALLATION INSTRUCTIONS 77 UJ E < UJA - P.O. BOX 279 ZELLWOOD, FL 32798 407) 886-2511 1-800-654-5139 FAX 407-886-0795 ENGINEERING S PECIFICAT ION S SAFE LOAD TABLE NOTES i. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS. 2. DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING SHEAR AND MOMENT FOR THE LISTED UNTELS, 3. SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND PER LINEAR FOOT. GENERAL NOTES I. CODES: I.I FLORIDA BUILDING CODE 2007 RESIDENTAL, SECTIONS R402.2 & R606 I I FLORIDA BUILDING CODE 2007 BUILDING, SECTIONS 1901.2 & 2107, 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-05). IA AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7 0.5). 2. CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST WITH STANDARD REINFORCEMENT - 4000 PSI 2.1.2 PRE -CAST WITH PRESTRESSED REINFORCEMENT - 6000 PSI 2.1.3. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGERATE. B"TO i I" SLUMP. 21 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM 615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40) 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 31S 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS 3. MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 53M 3.2 MINIMUM MASONRY UNIT STRENGTH PM 1,500 PSI 3.3 MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON UNTELS HAVING A BEARING OF 61/2 aaaNaaaagtgqq UNFILLED, 8" FILLED, AND 8" ALL RECESS LINTEL (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE, 2007 RESIDENTIAL, SECTION R606.13 OR FLORIDA BUILDING CODE, , " " " " U (,? fit2007BUILDING, SECTION 21D4.1.5) • ".• \C' E N No. 60122 DE_DAN_ SCQ _ ENGINEERING SPECIFICATIONS T_..__ ENGINEERING« LL REVISION: JOB NO.: DATE DESCRIPTION _ 290279 GREEarts. P.Emm t3424S E 4 '•^ -.BTATE «,• ,z P.O. BOX 3400 ' _ -- DATE ISSUED: P #60 22YNH, O 8016ApolloBeach, Florida 33572 "'—" .' 03,12.09 L] IRW IN 1. BENSON, oaaaapQ Pnone:8l3.b45.0l66 - -- - ---- - PRAWN BY: P.E. b49756 q l F 4 ENGINEER SEAL Fax: 813.645.9698 _ ------- DZ ozan.meu oenwwos nno oagarnxe w4wv.damcoengit)eeting.corn REVIEWED BY: rK+owr..___ owe««wc,ucn"nn<gpaMaeerFNs SHEETNO. /iSK1CA25948TI { uNO1ur«iaeaeo«tee servo of l i 3/131c79' E < P.O. BOX 279 ZELLWOOD, FL 32798 407) 886-2511 1-800-654-5139 FAX 407-886-0795 LINTEL REINFORCEMENT SCHEDULE 1) #5 CONTINUOUS 3000 PSI GROUT PLACED IN FIELD) jl($ LOA 3/8" 0 BAR @ EACH LEG 7/32" STIRRUPS @ 4'-a'C/C e ( 1) #5 CONTINUOUS OPTIONAL) A" BARS (MAIN REINF.) SEE SCHEDULE 4 it 'B" BARS SEE SCHEDULE 2 TYPICAL LINTEL 8"x8" SECTION 1) #5 CONTINUOUS 8"X 16" KNOCKOUT BLOCK 3000 PSI GNROUT PLACED IFIELD) 3/ 8'' 0 BAR @ EACH LEG 1) # 5 CONTINUOUS OPTIONAL) 7/ 32" STIRRUPS AT 4'-0'cc REINF.) A" BARS (MAIN SEE SCHEDULE 1 4' TYPICAL COMPOSITE LINTEL SECTION OPTIONAL # 5T @ EACH LEG 7/ 32" STIRRUPS @ 4'-0" C/C OPTIONAL # 5B A" BARS (MAIN REINF.) SEE SCHEDULE B" BARS - SEE SCHEDULE 4 " 1 1165, 1 TYPICAL LINTEL 12"x8" SECTION 1) # 5 CONTINUOUS F3000 PSI GROUT PLACED IN FIELD) 0 BAR @ EACH LEG 9 1 (1) #5 CONTINUOUS 44, ( OPTIONAL) SEES BACHEDURS ( MAIN REINF.) iv LE 7/ 32" STIRRUPS AT 4'-0" cc 7t TYPICAL LINTEL 8" x8" RECESSED SECTION E A, LINTEL REINFORCEMENT SCHEDULE DANSCO --- ENGINEEIRING, LLCDATE REVISION: JOB NO.; DE 290279 EDESCRIPTION 6ATI ,,,b. P. C. BOX340003,12,09 L] SAMUEL A. GREENBERG, P.E. 34245 N16THUY H. HUYNH, 4 P.E. C60) 2,2 0 IRWIN J. BENSOK No. 6 22 T OF 10 Apollo Beach, Florida 33572 Phone: 813.645. 0166 DRAWN BY: PZ #4Y758 Fax: 813.645. 9698 DZ REVIEWED M. HEFT NO. www,donscc.engineering. com TH of 11 CA 25948 Ouf. m I 13/Cr GONGF,:ETE F=fRIODJCT5, ING. P.O. BOX 279 ZELLWOOD, FL 32798 407) 886-2511 1-800-654-5139 FAX 407-886-0795 RECESS DOORHEADER REINFORCEMENT SCHEDULE 1) #5 CONTINUOUS ",- -----OPTIONAL #51 3000 PSI GROUT X- -3/8" 0 BAR @ EACH LEG PLACED IN FIELD) 4 -- -- ---- 1 3/8" 0 BAR @ EACH LEG _-7/32" STIRRUPS (§ 4'-G" C/C OPTIONAL #5B7/32 STIRRUPS 4 1) #5 CONTINUOUS A" BARS (MAIN REINF.) OPTIONAL) SEE SCHEDULE A" BARS (MAIN REINF.) 4 2k 1B" BARS - SEE SCHEDULE 2L' SEESCHEDULE2ALz _71 ' B" BARS - SEE SCHEDULE 4&- 4k TYPICAL LINTEL 8"x8" SECTION I I I ff r (-(-)K1T1K1Hr)H1Z 8"X1 6" KNOCKOUT BLOCK 3000 PSI GROUT PLACED IN FIELD) 3/8" 0 BAR @ EACH LEG 1) #5 CONTINUOUS OPTIONAL) 32" STIRRUPS AT 4'-C'cc A" BARS ( MAIN REINF.) EE SCHEDULE B" BARS - SEE SCHEDULE TYPICAL COMPOSITE LINTEL SECTIO m, lit TYPICAL LINTEL 12'x8' SECTION fl Rr CONTINUOUSI 000 PSI CONC. FILL CONCRETE PLACED IN FIELD) 3/8" 0 BAR @ EACH LEG 1) #5 CONTINUOUS OPTIONAL) q" BARS ( MAIN REINF.) EE SCHEDULE 7/32" STIRRUPS AT 4'--C'cc TYPICAL LINTEL 8"x12" RECESSED SECTION 11) Rc CONTINUOUS 000 PSI GROUT LACED IN FIELD) 3/9' 0 BAR @ EACH LEG 1) #5 CONTINUOUS OPTIONAL) N" PAPq (( MAIN REINF.I EE SCHEDULE 0 1 111184184004# 7/32" STIRRUPS AT W-a' cc 0 ,\ H. TYPICAL LINTEL 8" x8" RECESSED SECTION RECESS DOORHEADER REINF. SCHEDULE DANSCO ENGINEERING, LLC JOB NO.: DE 290279 PATEDESCRIPTION SAMUEL A, GREENBER5. P.E. P C.245 THUY H. HUYNH. n is Z Z T P.Q. BOX 3400 ----- -- DATE ISSUED: Apollo Beach, Florida 33572 03.12 09 - P E *60W I-] IRWIN J. BENSON, Phone: 813.645D) 64 PRAWN BY: 7#4y/m ER Fax: 813. 645. 9698 REVIEWED BY. TH om- _c. SHEETNO, I of CA 25948 3/ 13 /c7t7 Uj E < UJA r ONC TE FF CODU T5, INC. P.O. BOX 279 ZELLWOOD, FL 32798 407) 886-2511 1-800-654-5139 FAX 407-886-0795 8" LINTEL GRAVITY LINTEL SAFE GRAVITY LOADS PL_F) TOTAL 8 e/&S-0L _ 8/12-1-01. 6/I6S-01, 8/20-S-OL 8124 S-OC 0/2&S-OL e/32-S.L LENGTH TYPE PLAN 8/8-S-IL w 8/12-S-IL 8/11 1L 8/2&S-IL 8/24S IC 8(2&5-IL 8/32 S-IL 8491 1(YM I((M10 1000q 10000 WWI) LOOM 2'-10' PRECAST 6027 8491 10000 10000 10ow 10000 10000 loom 4071 9339 10000 Io 00 10000 1—__ 3'-6" PRECAST 26M 4071 10XXXI - i0000 10000 1000) I0000 _ I(M)0() m M 1000t1 292I dT33 ta 9515 10000 10" 100n0 100M 4'-0' PRECAST 1821 2921 7853 R 10000 10000 10000 10000 2274 5078 7119 9284 10000 10000 l0000 loom 4'-e PRECAST 1398 2274 5412 10000 I00w 10000 10000 10000 2I 17 4660 6588 8520 10000 10" to" 4X PRECAST 1298 2117 4902 10000 10000 I(M 10000 loom 1657 3409 4823 6239 7658 9077 10000 5'-4" PRECAST 1006 1657 _ 355d 3007 6437 . W 10000 10000 1(KM I000) 1467 5111 am _ 10000 10000 10000 5'-IU' PRECAST g,18 i !467 3007 5111 88&e loom I(MX)0 I(IF" 1232 2440 3934 6250 8589 10000 IOOW 6'-6" PRECAST 710 1232 2440 3934 6250 10000 10000 l00M 10000 1007 1918 29d2 4346 G4d7 V __ 10000 7 e PRECAST 562 1007 1918 2942 4146 6467 10000 10000 975 1849 2819 4131 6070 9245 loom 71-8" PRECAST 5" 975 1849 2819 4131 _ v 6070 9245 10(m 916 1724 2602 3757 5030 T959 I0000 8'-U' PRECAST 511 916 1724 2642 3757 5405 79Stt I0000 864 l615 2415 3444 48" 6983 10000 8'-11" PRECAST 482 864 T 1615 3444 4670 6983 10000 747 M 1367 2415 1997 2768 3769 5124 7067 9'-4' PRECAST 47I 747 1367 1997 27M 3769 5124 7067 636 1148 1649 2217 2962 3883 5094 10`6" PRECAST 349 b36 1148 1449 2237 2962 3883 5094 574 1028 1465 1964 25" PRECAST 315 574 _ 1028 1445 1964 2566 2316 3305 423916" 533 950 1343 1789 2951 3734 PRECAST 292 1343 I789 2316 29SI 3734 Nm 505 898 1264 1676 2157 2730 3426 PRECAST 27T SITS 898 T 1264 16I6 2157 2730 v3426.4 I 1151 1515 1935 2425 3010 13'-4' PRECAST 255 I 464 B22 1151 1515 v 1935 2425 3010 436 769 1073 1406 1786 2225 2741 14*-W PRECAST 239 436 769 1073 1406 178b 2225 274i N.R. N.R, N.R. I A'$" PRESTRESSEQ 1234 I421 I779 218E 2662 N.R. N.R. N.R. N,R, N.R._ L— N.R. N.R. PRESTRESSED N.R. 454 765 1160 1131 1660 y 2p.32 2459 N.R. N.R. N.R. N.H. N,R. N-R. N.R, PRCSTRF.SSl:D N.R. 389 652 982 1117 w 1379 671 1997 19'<' PRESTRESSED N.R. 339 567 049 _ 960 1177 141.5 1676 NCR. N.R. N.R. PI.R. N.R. N.R. N.R. 20'U' PRESTRESSED-__ N.R. 325 543 T 812 917 1 122 1345 I590 N.R. N.R. N.R. N.N. N.R. N.R. N.R. PRESTRESSED N.R. 295 5w 746 840 1024 { 1224 1441 N.R. N.R. N.R. NTR._ N.R. i N,R. N.R. 21U' PRESTRESSED N.R. 257 481 717 806 Y81 1171 1376 N.R N.F. N.R. N.R. N.R. N.R. N.R. PRESTRESSED N,R_ 203 431 640 717 870 1034 1210 N.R. = Not Recommended NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLD LINTEL No. OF ADDITIONAL#5 BARS IN UPPER OR LOWER LINTEL CAVITY Z : w CJ a° ri C'?.f,, DIE_DANSCO _ 8 LINTEL GRAVITY TABLE JOB NO.. ENGINEERING, LL REVISION: DATE DESCRIPTION PATE ISSUED: P.O. BOX 3400 Apollo Beach, Florida 33572 "-""- Phone: 813.645.0166 — -- --- --- -------- --- DRAWN BY: Fax: 813.645.9698 290279 03.12.09 Dz Y GREENBERG, P.E. rLL# 34245 I>OTHUY H. HUYNH. r RE, #60122 0 IRW IN J. BENSON, P.E. #49758 exo9 n esz oc6wwos nrm oEstO"s..Re r"e ipNr rrnoreery oroANco t._--.-....r-. al No. F> 22 p I M " O w ' j A OFt' i "" tf a • Q? • • ••F\* wk°f1 64AL ..T I, 4,' www.damcoengineering.com CA 25948 REVIEWED BY: TH E;EciR°Y acrROMoouciaoRo"" u"Aulrwxatu use#PaowertFo. SHEET NO. p q A4 i4 m` w+ of1 I 3/ a/J`C-/"/ CONCTE FfRODUC-11-5, INC, P. O. BOX 279 ZELLWOOD, FL 32798 407) 886-2511 1- 800-654-5139 FAX 407-886-0795 LINTEL SAFE UPLIFT LOADS (PLF) Total 8/6R-S- I U BOOR-S-11.1 8/14R--S-IU 8/26R-S-IU j 813OR-S-IU Length Type 8/ 6R-S-2U 8/1OR-S-21.1 8/14R-S-2U 8/18R-S-2U I 8/22R-S-2U 8/26R-S-2U 8/30R-S-2U 3'- W Precast M! 2234 7070 10000 Tm 10000 10000 t— Twor— 10000 10000 10000 4'- X Precast I w j— L 44q10000 1 10000 1863 5333 10000 10000 10000 10000 10000 4- 7' Precast 1 011 0000 1719 4747 —10-000— 10000 10000 10000 10000 1596 4015 6139 8270 10000 10000 10000 44Precast9566 _ 10000 10000 10000 4' 0 Precast 5150 6939 8730 i 10000 10000 IM 3568 T21b 10000 10000 10000 10000 5'- r Precast 1003 j- 0ll----i3-77--i-142 2140 3277 ----73- 4-5-- 4417 L00- QQ— LO—OOO j Qq0-0— 6'- 8 Precast 688 1473 2259 3047 3837 4627 5417 79d 1777 2895 4598 7374 9205 10000 70 Precast 499 1071 1645 1- 415 2219 2221 3337 2798 3376 6- 739 3953 7904 291 631 974 1 8 7 1 4 4 29 NOMINAL WIDTH/HEIGHT OF LINTEL IPLAIN OR SOLID LINTEL 8/ 16-P-#U/ #L1 No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY DANSCO 131Eii-61iiiiiiii—r., LLC 8" RECESS DOOR HEADER GRAVITY/UPLIFT TABLE REVISION: - JOB NO: 290279 CD SAMUFL A, GREENBERG, P,E, 40 34245 00 THUY H. HUYNH, DATEDESCRIPTIONDATE ISSUED: F, 'E, #40122 P- 0. BOX 3400 Apollo Beach, Flohda 33572 Phone: 813.645.0166 03. 12.09 DRAWN BY: 0 IRWIN J. 8"ON, P. E. #49758 Fax: 813.645,9698 qxm-mess—. A.0 DUR AR!— IK . On- W" W* danscoongineenng.com REVIEWEDBY: 0- as oANscoSHEET NO. SK6 11 LCA25948THof3/ crq 1/ LINTEL Total Type Length 2'-10" Precast 3'-6' Precast 4'-W Precast 4`-6" Precast 44' Precast 5' 4" Precast 5'-10" Precast 6'-6" Precast 7'-6" Precast 7'-8" Precast 8'-0" Precast 8'-4" Precast 9'-4" Precast 10'-6" Precast 11'4' Precast 12'-O' Precast LlPrecastPrecast 14'-0" Precast 14-8" Precast 15'-4" Precast 17 Precast4" N.R. = Not Recommended P.O. BOX 34W Apollo Beach, Florida 33572 Phone:813.645.0166 Fax: 811645.9698 www.donscoengineering.com CA 25948 12" Plain 7420 3204 2242 1722 1598 1239 1044 874 692 670 _ 629 593 506 430 388 360 341 314 295 277 262 218 aJ E < JJ 4 4r' CONCRETE FFROD CT P.O. BOX 279 ZELLWOOD, FL 32798 407) 886-2511 1-800-654-5139 FAX 407-886-0795 12" LINTEL GRAVITY 1278-S-0L 12/8-S-IL mm 4524 10000 5547 61 3 3993 12/12S-OL 12/12-S-IL t0000 _ I00010 9404 10000 677 SAFE GRAVITY 12716-S-OL 12llb-S-1L 10000 10000 IO00O I QQQO 9559 LOADS 12720-S-0L 12/20-S-IL 10000 100Q0 _— 1f1QR0 0000 10000 PLF 12724-S-1 12l2A-S-IL 1QQ0p 10000 1QQ00_ 10000 10000 12/28-S-OL 12/28-S-IL 10000 10000 10000 10000 1M50 12/32S-0L 12/32-S-1L 10000 10000 10000 y Y10000 10000 4$94 3006 I0000 104 10000 10000 10000 10000 5103 d203 9304 10000 10000IOOQO 3421 7961 10000 _ 10000 OQO(1 1 10000 2756. 4 0 66Q7_ 535 IOQOQ i0000 10000 3185 7211 10000 10000 10000 10000 10000 2014 3418 4827 6237 7647 10000 m I0000 2493 5230 TM 1812 10000 10000 10000 10000 2455 4423 _. b934 F89 I0000 10000 10000 206_44__ 1 100 1QW0 10000 295 3589 5418 7025 632 10000 10000 228 10000 10000 10000 _._ 10000 ._ 1627 2821 A657 7250 9727 10000 - 10000 1514 2821 4657 7250 I0000 1666 10000 1575 2719 4463 i091 F262 10000 10000 1466 2719_. 4463 6841 10000 10000 10000 1480 536_ 4119 6268 _. 8426 10000 Ip00O 10000 1378 2536 4119 6268 9353 10000 1395 2375 3823 SF46 7b46 9147 10000 1299 2375 3823 5746 8427 I0000 10000 1189 2011 3162 4 19 6522 9111 0000 1 124 2011 l 62 4619 6522 9111 _ 10000 1912 68F 2611 3732 5126 6904 8634 957 689611 3732 5126 6904 9248 414 y 1514 w 3278 4439 _ v m 5876 73 7 864 _ 1514___ 2319 78 4439 5876 M5247 7697 - 47 1397 2127 2984 T 4007 6450 801 1397 2127 2984 T 4007 5247 6780 803 1320 2002 - w 2796,-_-."_ 3732 4854 5400 760 1320 2002 2796 732 4854 6221v 724_„_ 1204 v 1-- 698 --- 1209 1822 _ 2527 3348 4313 5464 6iO 11 1 1 99 34 41 3457 4604I__ 656 1131 169E 2346 3091 TM 3957 _ 4976 517 -_, Ob3 1590 2187 T 2$69 3582_ 4157 1063 1590 2187 _ 2864 2048 2675 248 3770 2,,,,,_,_ 67 3391 _ 4216 852 1262 16792k78 t 2476 -..._...._ 2874 84 341 I rrH w#/ w 12" LINTEL GRAVITY TABLE f GRGREENBEENBRUEL QCERG, P.E REVISIONv JOB NO #34245 MrA F „ 290279 I> P.E.THUY H. 122 / 1 w v DATE ISSUED: P.E. A6p122 ,/, !. 1 • • , ,« r 03. 1 2.09 IRW IN J. BENSON, • • w DRAWN BY: P.E. 449758-.—.A 4 SS. ,'' Rtf OM"aROFFth 01'QA"5C0 SHEET NO f REVIEWEDBY: exc eeaw. ac nma cie. ronrns TH aaaa a nr neraaauc qn oa S ur•mm nn¢"twesw"onmaao. .7 of 11 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL I 8/ 16-P-# U/ #L1 I No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY lk N.R. - Not Recommended CONCRETE F=RODUCT5, INC. P.O. BOX 279 ZELLWOOD, FL 32798 407) 886-2511 1-800-654-5139 FAX 407-886-0795 12" LINTEL UPLIFT NOMINAL WIDTH/HEIGHT OF, LINTEL PLAIN OR SOLID LINTEL 8/16-P-#U/ #Ll No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY SAMUEL A. im- Imu. vv r- 12" LINTEL UPLIFT TABLE GREENBERG, P.E. 10-0 1. " j ' PANWO #34245 0" .33 A EENGINEERING, LLC EVL N: JOB NO,: - /s iIEDE ................ 290279 0_10THUY H. HUYNH, '0 DATE DESCRIPTION P.E. #60122 P.O. BOX 3400 DATE ISSUED: Apoll Beach, Florida 33572 03.12,09 0 —N J. BENSON, 0 -6 IiAWN6Y RAPhone: 813,645,0166 P,E #49758 Fox: 813.645.96918 Er—rNo. w.danscoergneenng.com REVIEWED BY: sn— CA 25948 TH P.R-0j.Ec-1 AN,T,w.(*0.0l=`V um P.Q. BOX 279 ZELLWOOD, FL 32798 407) 886-2511 1-800-654-5139 FAX 407-886-0795 12" RECESS DOOR HEADER E--G R AV -IrY--LOADS P-F- Total 12" Plain I 2/6R-5-OL 12/10R-S,01. 12/14R-S-OL 12/18R-"L 12/22R-S-OL 12/26R-S-OL 12/30R-S-OL Length Type Recess 12/6R-S- I L 12/ 1 OR-S- I L 12/14R-S- I L 12/18R-S- I L 12/22R S- IL 12/26R-S-1 L 12/30R-S-1 L 3'-13" Precast 1708 2747 6654 10000 10000 10000 T6666- 10000 10000 10000 10000747885210000 4'-0' Precast 1421 2309 8165 10000 10000 10000 10000 2309 10000 4'-2" Precast 1311 21L38_____j872 Z398 9923 1 10000 10000 10000 2138 6099 10000 T10--000 10060 10000 4'-4" Precast 1216 1990 j 434 33A:_ 9032 10000 i- 10000 10000 1990 74_7 5525 0002 10000 0000 I0000 10000 4'-8" Precast 1063 71146 5643 7571 9499 10000 0000 1747 4646 10000 10000 10000 10000 10000 5'-8'* Precast 739 3257 -------63-57-- LO-000— L0-000 j_gpqo— 0000 1365 10000 0000 10000 11 1 0(w 6'-8' Precast 577 1070 2445 4473 7490--- 10()00.--,-,---- 10000 10000 1070--------2445 4473 7490 10000 0000 Q ---LO- -Do--- 7*-8' Precast 473 L/ 1952 1952 3441 341 5465 5465 8372 672 1 0wo 10000 10000 10000 9'-8" 1384 2342 352 5020 6066... ii, 13 5&A N.R. = Not Recommended NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY DANscoDIEENGINEERING, LLC P.O. BOX 3400 Apollo Beach. Florida 33572 Phone: 813.645.0 166 Fax: 8 1164&9698 www.donscoengine,Mng.com 12" RECESS DOOR HEADER GRAVITY/UPLIFT TABLE j EVISJON- JOB NO.: DATE 6ESERiFT16W-- Z?0?79 DATE ISSUED: 03AU9 6— DRAWN BY: DZ REVIEWED BY: TH E] SAMLItL A. GREENBERG, P.17, 4u .4 34245 IMOTHUY H. HUYNK 0 P.E. #60122 R 0 IRWIN J. SEN50N. P.E. #49758 nc:,MUEMAW.vFcrroro OC AK ShM M-1-1 1-- foIISK10CA259483/ 13/09 CONCRETE FRODUCTS, INC, P.O. BOX 279 ZELLWOOD, FL 32798 407) 886-2511 1-800-654-5139 FAX 407-886-0795 12" LATERAL TABLE LINTEL- SAFE LATERAL LOADS PLF) Total TypeYPe T7k8" cY PLAIN 175c8' FILLED 2'-IQ" Precast 3500 6900 3'-6" Precast 2400 4775 4'-a' m Precast 1950 3880 4'-6" Precast 1650 3450 4-8" Precast 1550 3200 . 514, Precast e,_ 1320 2580 5'-i(Y' Precast 1160 2250 _ 6'-6" Precast 1000 1950 7-6" Precast 820 1650 7-W Precast 800 1600 81-0" Precast 750 1530 8'-V Precast i5 720 1450 W^ 914" Precast 640 1270 10'-6" Precast 550 1110 111-4" Precast 510 1000 12'#' Precast 480 950 12'-6" Precast 460 910 13'-4" Precast 430 850 14'-Q" Precast 400 800 14-8" Precast 380 760 151-41 Precast 350 730 174' Precast 320 _ iII 630 N.T. = Not Recommended 12" RECESS DOUR HEADER LATERAL TABLE LINTEL SAFE LATERAL LOADS PLF) Total Type 17' RECESSED 17' RECESSED Length PLAIN FILLED 3'-8" Precast 2025 3270 4'-T Precast 1770 2860 4'-7' Precast 1650 2690 ^ 4'4' Precast 1575 2540 4-8" Precast 1420 2290 51-8" Precast 1080 1750 6'-8" Precast 875 1425 M 7-8" Precast 73) 1190 91-91 Precast 550 900 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL 8/ 16-P-#U/#Lj I No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 4 DEM 12" LINTE RECESS DOOR HEADER LATERAL TABLE L GREENBSAMUEL RGREENBERG, P.EREVISION: JOB No: #3424s 1 Q S S DATE DESCRIPTIQN 290279 THUY H. HUYNH,', • ' 'U M.__ P. E. 460122 * ,r • Q • , P. Q. BOX 3400 `" _-- DATE ISSUED: Apollo Beach, Florida 33572 03.12.09 © IRWIN 1, BENSON, O ua I ""( t\" e f Phone: 813.645.01b6 ; --- DRAWNBv: Pap;F11f(t5{s Fax: 813,645.9698 _ L Z exms mesE oaswwas nwo oEs cra naE -----t,,_y,lltt_ 14#lfl-__..:_ 1"E IOML PRQPIRIY Of On14C4 www. danscoengineering.com REYtEWED BY: Era«ctxau, ur r..,rx me et rr «. nc SHEET NO. CA 25948 _ TH oN.o atuioEire a reonco of 11 iff"/