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227 Bradshaw Dr 12-1477; ADDITION
CITY OF SANF®RD BUILDING 4F1RE PREVENTIONAPR24NIZPERITAPPLICATION L BY: Application No: _ 7 Documented Construction Value: $ ° Job Address: Z 2 ti9 5 in c,w `C S Qr istoric District: Yes 0 No ^ 3 — un1f/ 3 Parcel ID, Block I c.y Q b AA i of Z: oning Description of Work: Raom ACW'4'1&n Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Brous 4L 134 W /"' Name a+-y. n Phone: Street: 21 U Resident of property? : Yet City, State Zip: L • 3 277 / d U Contractor Information f0 n% - 8 / O Name 1'Ylcw y e>ro ty ( 0UJn v - Ld %dtA^ Phone: Street: 2Z7 g''o yi eu. L)Y1 Lw_ Fax: N A City, State Zip: 5 1n 'o RL 3 27 1 State License No.: Architect/Engineer Information Name: W -e4- /V% R er /i e Aa, / Phone: if o 7 - 5 2-1 -- 55 S 7 treet: 5.31 S . Ski. 4V ,;+,* l u0 I Fax: I - S 21- 5 T 3 Aty, St, Zip: A i-jo nton--c s fir; PC, 3 Z,71 `}- E-mail: _ loading Company: Mortgage Lender: Lddress: Address: S" & C7 is 3. ? L- 3/ 1 '4, n uiiding Permit quare Footage: PERMIT INFORMATION Construction Type: Adak"io No. of Stories: o. of Dwelling Units: Flood Zone: lectrical KY' ew Service - No. of AMPS: echanical (Duct layout required for new systems) Plumbing New Construction : No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 3 elf,.`[ (.. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no b. 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 permits required from other governmental entities such, as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. 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. Sign lure of O /Agentb4te Print, wrier/Agent's Name r 1 2- Sio ature of Notary -State of Florida ' Al SC( J f A J 7- 17 " fie boo Owner/Agent is Personally K @ i Produced ID Type of ID APPROVALS: APPROVALS: ZONING: _ UTILITIES: ENGINEERING: J M s - 2 6- IZ FIRE: Signatu for/Agent Date 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: W! Z lvr COMMENTS: Ok 30et S, St- ;,x r'Jc R.ev 11.08 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 zoning regulations. 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 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 7rage. Z z 7 R Y- l s A a -A. ® r; LK-) R, 32- Property Address r ,/y I, 1 ' ' Ck,y Y-Z ukJA , do hereby state that I 'am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. ate Form of Identification F Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 OWNER BUILDER STATEMENT/AFFIDAVIT 4 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 06 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 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. 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. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am 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 for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 BAN 15 2013 4 L REVISIO Permit# /off.—/%%% Project Address: cf- U/7Qc Contact: Gtl?J Ph:a% Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Revision # 0 A. Fax: General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 4 7'1 A'r t TeC fvzfW it I CO r AkAo rr r- C n O s or Skl r G%ft d re U letv l skbm4. tAici 4 ' CN)..eAal0(4 r O l a he_ Q I'k C-n d 90 a4c.a i rr& r"S` Pal C /u ( Q.,4j *{ o- Acao1 Ph, coXcLleir wqr for, n tie ua 1` r p iIOT orl U','S III o f` ' -4 S' o US. 47 Ce r e c+ A 4/S ;' A- Cop ® w/, c . a -e o w, d ec Ic rt S ij-41v A fo be Fvtn a YU iP.S growtv 4o Lc Su 6 od c / , Types of Insulation I Department of Energy UJ http://energy.gov/energysaver/articles/types-insulation M%. Search Energy.gov PUBLIC SERVICES SCIENCE & INNOVATION MISSION News & Blog Maps & Data About Us For Staff & Contractors OFFICES Honx » Types of Insulation Types of Insulation May 30. 2012 11 43am OFFICE REVISION In existing homes, cellulose (here) or other loose -fill materials can be installed in building cavities through holes drilled (usually) on the exterior of the house After the installation, the holes are plugged and finish materials replaced. I Photo courtesy of Cellulose Insulation Manufacturers Association. WHAT DOES Wien insulating your home, you can choose from many types of insulation. To choose the best THIS MEAN FOR type of insulation, you should first determine the following: ME? Insulation saves money and Where you want or need to install/add insulation improves contort. The recommended R-values for areas you want to insulate. Consumers can choose among many rypesot INSTALLING INSULATION insulation The maximum thermal performance or R-value of insulation is very dependent on proper HOW DOES IT installation, Homeowners can install some types of insulation-- notably blankets and materials that WORK? can be poured in place. Other types require professional installation. Insulation fomu a thermal Nankai around your home, When hiring a professional certified installer: saving money and improving corrifort Obtain written cost estimates from several contractors for the R-value you need, and don't be surprised If quoted prices for a given R-value installation vary by more than a factor of two. Ask contractors about their air -sealing services and costs as well. because it's a good idea to seal air leaks before installing insulation. To evaluate blanket installation, you can measure batt thickness and check for gaps between batts as well as between baits and framing. In addition, inspect insulation for a tight fit around building components that penetrate the insulation, such as electrical boxes. To evaluate sprayed or blowri-in types of insulation, measure the depth of the insulation and check for gaps in coverage. If you choose to install the insulation yourself, follow the manufacturer's instructions and safety precautions carefully and check local building and fire codes. Do-it-yourself instructions are Like I Tveet 7 RELATED ARTICLES i Insulation Materials Insulation i Tips: Insulation n o w Sk-31 c.7 o! l n S" kWl2 ? f o 6e uS e d OL 'ca rj d N v SFCCr 0c0-We+ "T of 8 1/8/2013 8:34 AM Types of Insulation I Department of Energy http://energy.gov/energysaver/articles/types-insulation available from the fiberglass and mineral wool trade group. The cellulose trade group recommends hiring a professional, but if there isn't a qualified installer in your area or you feel comfortable taking on the job, you may be able to find guidance from manufacturers. The table below provides an overview of most available insulation materials, how they are installed, where they're typically installed, and their advantages. Types of Insulation Type Insulation Materials Where Applicable Installation Method(s) Advantages Blanket -Fiberglass Unfinished walls, Fitted between studs, Do-it-yourself. balls and including joists, and beans. rolls - Mineral slag) rock ort 9) foundation walls Suited for standard stud wool and joist spacing that is Floors and relatively free from Plastic fibers ceilings obstructions. Relatively ine)gmensive. Natural fibers Concrete Foam board, to be placed Unfinished walls, Require specialized Insulating cores block on outside of wall (usually including skills increases wal R-value, insulation newconstruction) or foundation walls, inside of wall(emsting Insulating outside of and homes): for new concrete block wall insulating construction or Insulating concrete places mass inside concrete Some manufacturers major renovations blocks are sometimes conditioned space, which blocks incorporate foam beads stacked wthout mortar can moderate indoor or air into the concrete Walls (insulating dry -stacked) and temperatures. mixto increase R-values concrete blocks) surface bonded. Autoclaved aerated concrete and autoclaved cellular concrete masonry units have 10 limes the insulating value of conventional concrete. Foam -polystyrene Unfinished wells, Interior applications: High insulating value for board or including must be covered with relatively little thickness. rigid foam .Polyisocyanurate foundation walls 112-inch gypsum board or other building -code Can block thermal short Polyurethane Floors and approved material for circuits when installed ceilings fire safety. continuously over frames or joists. Unvented 6derior applications: lowslope roofs roust be covered with weatherproof facing. Insulating -Foam boards or foam Unfinished walls, Installed as part of the Insulation is literally built concrete blocks including building structure. into the home's walls, forms foundation walls for creating high thermal ICFs) new construction resistance. Loose -fill -Cellulose Enclosed emsting Blown into place using Good for adding and wall or open new special equipment, insulation to a)dsting blown -in .Fiberglass wall cavities sometimes poured in. finished areas, irregularly shaped areas, and Mineral (rock or slag) Unfinished attic around obstructions. wool Floors Other hard -to -reach places of 8 1/8/2013 8:34 AM Types of Insulation I Department of Energy Reflecirw -Foil-faced kraft paper, -Unfinished walls, Foils, films, Lr papers Do-it-yourself. system plastic film, polyethylene ceilings, and floors fitted between bubbles, or cardboard wood -frame studs, Suitable for framng at joists, rafters, and standard spacing. beans. Bubble -form suitable if framing is irregular or if obstructions are present Most effective at preventing downward heat flow, effectiveness depends on spacing. Rigid -Fiberglass -Ducts in WAC contractors Can withstand high fibrous or unconditioned fabricate the insulation temperatures. fiber .Mineral (rock or slag) spaces into ducts either at their insulation wool shops or at the job Other places sites. requiring insulation that can withstand high temperatures Sprayed Cemenfilious Enclosed eAsting Applied using small Good for adding foam and wall spray containers or in insulation to emsting foamed- phenolic larger quantities as a finished areas, irregularly in -place Open newwal pressure sprayed shaped areas, and Poyisocyanurate ca%dties foamed -in -place) around obstructions. product. Polyurethane Unfinished attic floors Structural Foam board or liquid Unfinished walls, Construction workers fit SIP -built houses prodde insulated foam insulation core ceilings, floors, SIPS together to form superior and uniform panels and roofs for new walls and roof of a insulation compared to SIPS) Straw core insulation construclion house. more traditional construction methods; they also take less time to build. BLANKET: BATT AND ROLL INSULATION Blanket insulation -- the most common and widely available type of insulation -- comes in the form of balls or rolls. It consists of flexible fibers, most commonly fiberglass. You also can find baits and rolls made from mineral (rock and slag) wool, plastic fibers, and natural fibers, such as cotton and sheep's wool. Learn more about these insulation materials. Batts and rolls are available in widths suited to standard spacing of wall studs, attic trusses or rafters, and floor joists. Continuous rolls can be hand -cut and trimmed to fit. They are available with or without facings. Manufacturers often attach a facing (such as kraft paper, foil-kraft paper, or vinyl) to act as a vapor barrier and/or air barrier. Batts with a special flame -resistant facing are available in various widths for basement walls and other places where the insulation will be left exposed. A facing also helps facilitate fastening during installation. However, unlaced batts are a better choice when adding insulation over existing insulation. Standard fiberglass blankets and baits have a thermal resistance or R-value between R-2.9 and R-3.8 per inch of thickness. High-performance (medium -density and high -density) fiberglass blankets and baits have R-values between R-3.7 and R-4.3 per inch of thickness. See the table below for an overview of these characteristics. FIBERGLASS BATT INSULATION CHARACTERISTICS This table is for comparison of fiberglass balls only. Determine actual thickness, R-value, and cost from manufacturer and/or local building supplier. Thickness (inches) R-Value Cost (centsisq. ft.) http://energy.gov/energysaver/articles/types-insulation 3 of 8 1/8/2013 8:34 AM Types of Insulation I Department of Energy 3 112 11 12-16 ohttp://energy.gov/energysaver/articles/types-insulation Gi 3 5/8 13 15-20 3 1/27(high -density) 15 34-40 6 to 6 1/4 19 27-34 5 1/4 (high density) - 21 33-39 8 to 8 1/2 25 37.45 8 (high density) 30 45-49 9 1/2 (standard) 30 39-43 12 38 55-60 CONCRETE BLOCK INSULATION Concrete blocks are used to build home foundations and walls, and there are several ways to insulate them. If the cores aren't filled with steel and concrete for structural reasons, they can be filled with insulation, which raises the average wall R-value. Field studies and computer simulations have shown, however, that core filling of any type offers little fuel savings, because heat is readily conducted through the solid parts of the walls such as block webs and mortar joints. It is more effective to install insulation over the surface of the blocks either on the exterior or interior of the foundation walls. Placing insulation on the exterior has the added advantage of containing the thermal mass of the blocks within the conditioned space, which can moderate indoor temperatures. Some manufacturers incorporate polystyrene beads into concrete blocks, and surface -bonded assemblies of these units have wall R-values of R-1 per inch. Other manufacturers make concrete blocks that accommodate rigid foam inserts that increase the unit thermal resistance to about R-2 per inch. In the United States, two varieties of solid, precast autoclaved concrete masonry units are now available: autoclaved aerated concrete (AAC) and autoclaved cellular concrete (ACC). This material contains about 80 % air by volume and has been commonly used in Europe since the late 1940s. Autoclaved concrete has ten limes the insulating value of conventional concrete. The R-1.1 per inch blocks are large, light, and easily sawed, nailed, and shaped with ordinary tools. The material absorbs water readily, so it requires protection from moisture. Precast ACC uses fly ash instead of high -silica sand, which distinguishes it from AAC. Fly ash is a waste ash produced from burning coal in electric power plants. Hollow -core units made with a mix of concrete and wood chips are also available. They are installed by stacking the units without using mortar (dry -stacking) and filling the cores with concrete and structural steel. One potential problem with this type of unit is that the wood is subject to the effects of moisture and insects. Concrete block walls are typically insulated or built with insulating concrete blocks during new home construction or major renovations. Block walls in existing homes can be insulated from the inside. Go to insulation materials for more information about the products commonly used to insulate concrete block. FOAM BOARD OR RIGID FOAM Foam boards -- rigid panels of insulation -- can be used to insulate almost any part of your home, from the roof down to the foundation. They provide good thermal resistance, and reduce heat conduction through structural elements, like wood and steel studs. The most common types of materials used in making foam board include polystyrene, polyisocyanurate (polyiso), and polyurethane. ti`I.YgjW—A 0 ell [eRIST-4]Z1,11I44Ii41;1*L•7uR 4 of 8 1/8/2013 8:34 AM Types of Insulation I Department of Energy http://energy.gov/energysaver/articles/types-insulation Insulating concrete forms (ICFs) are basically forms for poured concrete walls, which remain as part of the wall assembly. This system creates walls with a high thermal resistance, typically about R-20. Even though ICF homes are constructed using concrete, they look like traditional stick -built homes. ICF systems consist of interconnected foam boards or interlocking, hollow -core foam insulation blocks. Foam boards are fastened together using plastic ties. Along with the foam boards, steel rods (rebar) can be added for reinforcement before the concrete is poured. When using foam blocks, steel rods are often used inside the hollow cores to strengthen the walls. The foam webbing around the concrete -filled cores of blocks can provide easy access for insects and groundwater. To help prevent these problems, some manufacturers make insecticide -treated foam blocks and promote methods for waterproofing them. Installing an ICF system requires an experienced contractor, available through the Insulating Concrete Form Association. LOOSE -FILL AND BLOWN -IN INSULATION Loose -fill insulation consists of small particles of fiber, foam, or other materials. These small particles form an insulation material that can conform to any space without disturbing structures or finishes. This ability to conform makes loose -fill insulation well suited for retrofits and locations where it would be difficult to install other types of insulation. The most common types of materials used for loose -fill insulation include cellulose, fiberglass, and mineral (rock or slag) wool. All of these materials are produced using recycled waste materials. Cellulose is primarily made from recycled newsprint. Most fiberglass contains 20% to 30% recycled glass. Mineral wool is usually produced from 75% post-industrial recycled content. The table below compares these three materials. Recommended Specifications by Loose -Fill Insulation Material Cellulose Fiberglass Rock Wool R-value/inch 3.2-3.8 2.2-2.7 3.0-3.3 Inches (cm) needed for R-38 10-12 (25-30) 14-17 (35-43) 11.5-13 (29-33) Density in Ib/0 (kglm3) 1.5-2.0 (24-36) 0.5-1.0 (10-14) 1.7 (27) Weight at R-38 in Ibtft2 (kglm2) 1.25-2.0 (6-10) 0.5-1.2 (3-6) 1.6-1.8 (8-9) OK for 1/2" drywall, 24" on center? No Yes No OK for 1/2" drywall, 16" on center? Yes Yes Yes OK for 5/8" drywall, 24" on center? Yes Yes Yes Some less common loose -fill insulation materials include polystyrene beads and vermiculite and perlite. Loose -fill insulation can be installed in either enclosed cavities such as walls, or unenclosed spaces such as attics. Cellulose, fiberglass, and rock wool are typically blown in by experienced installers skilled at achieving the correct density and R-values. Polystyrene beads, vermiculite, and perlite are typically poured. RADIANT BARRIERS AND REFLECTIVE INSULATION SYSTEMS Unlike most common insulation systems, which resist conductive and sometimes convective heat flow, radiant barriers and reflective insulation work by reflecting radiant heat away from the living space. Radiant barriers are installed in homes -- usually in attics -- primarily to reduce summer heat gain, which helps lower cooling costs. Reflective insulation incorporates radiant barriers -- typically highly reflective aluminum foils -- into insulation systems that can include a variety of backings, such as kraft paper, plastic film, polyethylene bubbles, or cardboard, as well as thermal insulation materials. Radiant heat travels in a straight line away from any surface and heats anything solid that absorbs its energy. When the sun heats a roof, it's primarily the sun's radiant energy that makes the roof 5 of 8 1/8/2013 8:34 AM Types of Insulation I Department of Energy http://energ.gov/energysaver/articles/types-insulation hot. A large portion of this heat travels by conduction through the roofing materials to the attic side of the roof. The hot roof material then radiates its gained heal energy onto the cooler attic surfaces, including the air ducts and the attic Floor. A radiant barrier reduces the radiant heat transfer from the underside of the roof to the other surfaces in the attic. To be effective, it must face an air space. Radiant barriers are more effective in hot climates, especially when cooling air ducts are located in the attic. Some studies show that radiant barriers can lower cooling costs 5% to 10% when used in a warm, sunny climate. The reduced heat gain may even allow for a smaller air conditioning system. In cool climates, however, it's usually more cost-effective to install more thermal insulation. RIGID FIBER BOARD INSULATION Rigid fiber or fibrous board insulation consists of either fiberglass or mineral wool material and is primarily used for insulating air ducts in homes. It is also used when there's a need for insulation that can withstand high temperatures. These products come in a range of thicknesses from 1 inch to 2.5 inches, and provide an R-value of about R-4 per inch of thickness. Installation in air ducts is usually done by WAC contractors, who fabricate the insulation at their shops or at job sites. On exterior duct surfaces, they can install the insulation by impaling it on weld pins and securing with speed clips or washers. They can also use special weld pins with integral -cupped head washers. Unfaced boards can then be finished with reinforced insulating cement, canvas, or weatherproof mastic. Faced boards can be installed in the same way, and the joints between boards sealed with pressure -sensitive tape or glass fabric and mastic. SPRAYED -FOAM AND FOAMED -IN -PLACE INSULATION Liquid foam insulation materials can be sprayed, foamed -in -place, injected, or poured. Some installations can have twice the R-value per inch of traditional batt insulation, and can fill even the smallest cavities, creating an effective air barrier. TYPES OF LIQUID FOAM INSULATION Today, most foam materials use foaming agents that don't use chlorofluorocarbons (CFCs) or hydrochlorofluorocarbons (HCFCs), which are harmful to the earth's ozone layer. Available liquid foam insulation materials include: Cementitious Phenolic Polyisocyanurate (polyiso) Polyurethane. Some less common types include Icynene foam and Tripolymer foam. Icynene foam can be either sprayed or injected, which makes it the most versatile. It also has good resistance to both air and water intrusion. Tripolymer foam --a water-soluble foam —is injected into wall cavities. It has excellent resistance to fire and air intrusion. INSTALLATION Liquid foam insulation -- combined with a foaming agent -- can be applied using small spray containers or in larger quantities as a pressure -sprayed (foamed-ia-place) product. Both types expand and harden as the mixture cures. They also conform to the shape of the cavity, filling and sealing it thoroughly. Slow -curing liquid foams are also available. These foams are designed to flow over obstructions before expanding and curing, and they are often used for empty wall cavities in existing buildings. There are also liquid foam materials that can be poured from a container. Installation of most types of liquid foam insulation requires special equipment and certification and should be done by experienced installers. Following installation, an approved thermal barrier equal in fire resistance to half -inch gypsum board must cover all foam materials. Also, some building codes don't recognize sprayed foam insulation as a vapor barrier, so installation might require an additional vapor retarder. COSTS Liquid foam insulation products and installation usually cost more than traditional bait insulation. However, liquid foam insulation has higher R-values and forms an air barrier, which can eliminate some of the other costs and tasks associated with weatherizing a home, such as caulking, applying housewrap and vapor barrier, and taping joints. When building a new home, this type of insulation can also help reduce construction time and the number of specialized contractors, which saves money. i of 8 1/8/2013 8:34 AM Types of Insulation I Department of Energy http://energy.gov/energysaver/articles/types-insulation STRUCTURAL INSULATED PANELS Structural insulated panels (SIPS) are prefabricated insulated structural elements for use in building walls, ceilings, floors, and roofs. They provide superior and uniform insulation compared to more traditional construction methods (stud or "stick frame'), offering energy savings of 12 % to 14%. When installed properly, SIPs also result in a more airtight dwelling, which makes a house quieter and more comfortable. SIPS not only have high R-values but also high strength -to -weight ratios. A SIP typically consists of 4- to 8-inch-thick foam board insulation sandwiched between two sheets of oriented strand board (OSB) or other structural facing materials. Manufacturers can usually customize the exterior and interior sheathing materials to meet customer requirements. The facing is glued to the foam core, and the panel is then either pressed or placed in a vacuum to bond the sheathing and core together. SIPS can be produced in various sizes or dimensions. Some manufacturers make panels as large as 8 by 24 feet, which require a crane to erect. The quality of SIP manufacturing is very important to the long life and performance of the product. The panels must be glued, pressed, and cured properly to ensure that they don't delaminate. The panels also must have smooth surfaces and edges to prevent gaps from occurring when they're connected at the job site. Before purchasing SIPS, ask manufacturers about their quality control and testing procedures and read and compare warranties carefully. SIPs are available with different insulating materials, usually polystyrene or polyisocyanurate foam. INSTALLATION SIPS are made in a factory and shipped to job sites. Builders then connect them together to construct a house. For an experienced builder, a SIPs home goes up much more quickly than other homes, which saves time and money without compromising quality. These savings can help offset the usually higher cost of SIPS. Many SIP manufacturers also offer "panelized housing kits." The builder need only assemble the pre-cut pieces, and additional openings for doors and windows can be cut with standard tools at the construction site. When installed according to manufacturers' recommendations, SIPS meet all building codes and pass the American Society for Testing and Materials (ASTM) standards of safety. In buildings constructed of SIPS, fire investigators have found that the panels held up well. For example, in one case a structure fire exceeded 1,000'F (538°C) in the ceiling areas and 200°F (93°C) near the floors, and most wall panels and much of the ceiling remained intact. An examination of the wall panels revealed that the foam core had neither melted nor delaminated from the skins. In similar cases, a lack of oxygen seemingly caused the fire to extinguish itself. The air supply in an airtight SIP home can be quickly consumed in a fire. AREAS OF CONCERN Fire safety is a concern, but when the interior of the SIP is covered with a fire -rated material, such as gypsum board, it protects the facing and foam long enough to give building occupants a chance to escape. As in any house, insects and rodents can be a problem. In a few cases, insects and rodents have tunneled throughout the SIPs, and some manufacturers have issued guidelines for preventing these problems, including: Applying insecticides to the panels Treating the ground with insecticides both before and after initial construction and backfilling Maintaining indoor humidity levels below 50% Locating outdoor plantings at least two feet (0.6 meters) away from the walls Trimming any over -hanging tree limbs. Boric acid -treated insulation panels are also available. These panels deter insects, but are relatively harmless to humans and pets. Because it is so airtight, a well-built SIP structure requires controlled fresh -air ventilation for safety, health, and performance, and to meet many building codes. A well -designed, installed, and properly operated mechanical ventilation system can also help prevent indoor moisture problems, which is important for achieving the energy -saving benefits of an SIP structure. LEARN MORE Insulation Materials Insulation Where to Insulate in a Home 7 of 8 1/8/2013 8:34 AM Types of Insulation I Department of Energy 019 http://energy.gov/energysaver/articles/types-insulation Insulation for New Home Construction Adding Insulation to an Existing Horne Estimating the Payback Period for Insulation Moisture Control Vapor Barriers and Vapor Diffusion Retarders Radiant Barriers Insulation and Air Sealing Products and Services EXTERNAL RESOURCES Find an Insulation Contractor in Your Area Frequently Asked Questions About Insulation Insulation Calculator for Your Home REFERENCES Climate -Specific Construction Details - buildingscience.com Climate -Specific Home Design and Construction - Building America Green Building Information - buildinggreen.com Insulation and Energy Efficiency Information - Home Energy: The Magazine of Residential Energy Conservation Insulation: Thermal Performance is Just the Beginning - BuildingGreen.com Thermal Barriers for the Spray Polyurethane Foam Industry - Spray Polyurethane Foam Alliance Like 11 Tweet 7: Careers & Internships Contact Us I Email Updates 1000 Independence Ave. SW POPULAR TOPICS ABOUT THIS SITE ENERGY FEDERAL Washington DC 20585 Savings Web Policies DEPARTMENT GOVERNMENT 202-586-5000 Heating & Cooling Privacy Budget & The White House Industrial Heating & No Fear Act Performance USA.gov Cooling Information Quality Directives, Solar Open Gov Delegations & Home Weatherization Requirements Appliances & FOIA Electronics Inspector General Privacy Program Small Business 3 of 8 1/8/2013 8:34 AM OFFICE PERM IT 1.2-1`/I _` tffi:fflFVtliliFiy* ? T. S. Hj EH L Licensed Professional Engineer 531 S. S.R. 434 = : 40748" = J f Altamonte Spring, FL 32714 o , -STAre of Phone (407) 521-555771c;; :<oR4tip;.,• Fax (407) 521-5434 %PJAI 1fti`./` P. E. 0040748 Rg ,,Z-2 7 .B 9,4jD -S'H.,gW J?/21 VG T HOUSE 0 N MAP OF SURVEY DESCRIPTION LOT 8, BLOCK I, COUNTRY' CLUB MANOR UNIT 3, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 12, PAGES 75 & 76 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ofil tit E FOUND 1/2" REBAR CAP LS #3382 FENCE CORNER IS 0.9' N & 0.3' W m O I CO z -.FpAD o w aw w z O Ir O O O 0 } OCD F Z f FENCE 0.5' S FOUND 1" IRON PIPE, NO # FENCE IS 0.3' E P" E ICI MI FENCE CORNER IS 2.0' N S 89'51'30" E 103.00' FOUND 1/2" REBAR, NO # tD i STOOP 6 26.2' 0 DRIVEWAY_ . ONE STORY RESIDENCE Z } 227 6.o' w 3 LOT 8COVERED — ENTRY BLOCK I O 0 I" o O CNgal0<1 O 0 I[ m t rib 0Q1 i O U7 O Q Q 27.3' O n y MW 38.0' FENCE END 15 1.1' S EDGE IS 0.3' S FOUND REBARADJACENTN89'51'30" 10 00' DRIVEWAY. I CAP L52- F/ U LEGEND: I O O O O O O F0O OI I ICITY OF "" , _ Wt LR!r' 14N REVIEW E'LAP#41!h% Vli:' E uI a Ul—_'9DICES y 3 r)..,.'Y FOUND 1" IRON PIPE, NO # SE CORNER OF LOT 9, BLOCK I NR NON RADIAL WOOD UTILITY POLE RAD RADIAL GUY WIRE TYP TYPICAL OIIH OVERHEAD UTILITY LINE PC POINT OF CURVATURE PT POINT OF TANGENCY CERTIFIED TO: I I 6' WOOD FENCE PRC POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT 4' HOG WIRE FENCE PRIM PERMANENT REFERENCE MONUMENT MARY T. BROWN PI POINT OF INTERSECTION CENTERLINE RP RADIUS POINT FEDERAL TRUST BANK RIGHT OF WAY LINE A/C AIR CONDITIONER R RADIUS CONCRETE A CENTRAL ANGLE ATTORNEYS' TITLE INSURANCE FUND, INC. L ARC LENGTH P) PLAT CB CHORD BEARING M) MEASURED CH CHORD LENGTH STEPHEN F. BROOME, P.A. D) DESCRIPTION ORB OFFICIAL RECORD BOOK C) CALCULATED PG PAGE GENERAL NOTES: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LANDS SHOWN HEREON FOR EASEMENTS AND/OR RIGHT—OF—WAY RECORDS. HAVE EXAMINED THE FEDERAL EMERGENCY MANAGEMENT AGENCY 2. THE BEARINGS SHOWN HEREON ARE BASED THE EAST LINE OF LOT 8, FEMA) FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY —PANEL BEINGS 00'00'00" E, AN ASSUMED, DATUM R„PLAT:., PEPE NUMBER 12117CO045 E, DATED 4/17/95 AND FOUND THE SUBJECT 3. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. PROPERTY APPEARS TO LIE IN ZONE X, DEFINED AS AREAS 4. DIRECTIONS AND DISTANCES SHOWN HEREON ARE PER RECORDED INSTRUMENT DETERMINED TO BE OUTSIDE 500—YEAR FLOOD PLAIN. AND FIELD MEASUREMENT, UNLESS SHOWN OTHERWISE. 5. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY. CERTIFICATION: I HEREBY CERTIFY THAT THIS SURVEY IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. 1 FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027 OF THE FLORIDA STATUTES. SUBJECT TO NOTES AND NOTATIONS SHOWN HEREON. THIS I DAY OF 19rI Gregory S. Lookli Professional Surveyor & Mapper No. 5619 La d Surveyor Business No. 6906 VALID ONLY WITH SIGNATURE AND EMBOSSED SEAL 111w— LOCKLIN & ASSOCIATES, INC. SURVEYORS & MAPPERS 8146 TROXLER DRIVE ORLANDO, FL. 32825 VOICE: ( 407) 273-0356 FAX/DATA: 282-7850 No. I DATE I REVISION DRAWN BY: GSL CHECKED BY: GSL DRAWING FILE: F04128SV. DWG FIELD DATE: 7119199 PROJECT No. F04- 128 SCALE: 1 " = 30, SHEET OF 1 Permit # 1r) J7 7 I Project Address: 11)3Revision # L Contact: /'CJi`'' Ph:-.. ,5, ` Y7 Fax: Email: Fie 7 2413 Trades encompassed in revision: P--1'3'u'ilding 4:* Plumbing Electrical Mechanical Life Safety Department Utilities Waste Water Planning Engineering Fire Prevention 11.4 General description of revision ROUTING INFORMATION Approvals ELEVATION 16' O.0 I — 16' O.C. Max Max FLASHING BY DTHERS U110 HEAD DETAIL IZE HEADER AS NEEDED CAULK UNDER NAILING FIN EN71RE PERIMETER BEFORE FASTENING. SHIM AS REQUIRED Notes: 1. Installation depicted based off of structural test report 99032.01-109-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non — compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the ram `. ++ lJ1l 1 43On ggiL8IWG BLAiNS EXAMINER REVIEWED FOR CODE COMPLIANCE KEEP THIS PLAN 4N JOB MAY 21 2003 Building t oning In a ion Div-Jax., FL. ExaminerEldnature License No. AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. SERIESIMODEL: 740/744 Oriole TYPE: Aluminum Single Hung Window with Nail -Flu Summary of Results TitiP AAMA Rating H-R35 47 x 89 rrar H-R30* 3.9 x 90 1 GJL J UL1111c11 ttJ H-R35* 39 x 90 Operating Force 25 lb max. N/A N/A Air Infiltration 0.12 cfrn/ft N/A N/A Water Resistance Test Pressure 5.30 psf N/A N/A Uniform Load Deflection Test Pressure 35.3 psf 472 psf 33.3 psf 34.7 psf 35.3 psf 47.2 psf Uniform Structural Load Test Pressure 53.0 psf 70.8 psf 50.0 psf 52.1 psf 53.0 psf 70.8 psf Deglazing Passed N/A N/A 11 1 kji%1Gu 1 11uy 1 Ga1bLW1cc I Chace iu N/A N/A Reference should be made to ATI Report No. 01-41979.01 for complete test specimen description and data. = Permit No. Tax Folio No. NOTICE OF COMMENCEMENT State of Florida County of Seminole 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. PIARM& MORSE, CLEW OF CIRCUIT COM SE."INOLE CCfiWY BYs 07756 Pq ib z1; (Ipg) RECOWD 04/24/2 aiP 12: .50 POO RECORDRIS FEES 10.00 RECMDED BY T Saith es cri tign of p oIPCrtty: (legal ddescription oftheproperty, and street address if available) sC- 1otZN J4 2. General description of improvement: ,mil()-=s fie,-( ( CL-Cal 3. Owner information: Name:_ VYV: -Vt (z, fo us ii l Address: _ D`1 ir i b. Interest in property: c. Name and address of sin titleholdr(if other than Owner): Name: Address: 4. Contractor Name: (( _ ,-L ; is tit c. Address: 5. Surety Name C)vyz b w i Address: C ,' 1 L1t„ft rr CERTWF o COPY ARYANNE MpRSE OLERK OF CIRCv coal nt1Y1 FIOR DA fl Phone number: 4:-1 C1- ERK b. Amount of bond: $ 6. Lender: Name: [=" Address: ---{ b. Lender's phone number: Ta. Persons within the State of Florida designated by Owner aeon ,h m otices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: V V 1C I o r ).h_ '• 7 Address: -- J 8. a. In addition to himself or herself, Owner designates( of to receive a copy of the Lienor' s Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the 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 O AN ATTORNEY BEFORE COMMENCING WORK OR RECORPd YOUR NOTICE OF METQ TENT. Signature o caner or Owner's Authorized Officer/Director/Partner/Manager Signatory's Title/Office nc ct 19rJ7The foregoing instrument was acknowledged before me this Vkli day of A ,rI , k ear) , b-(nam4f p rson) as (type of authority,.... e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) . SEAL) Signature of Notary Public Personally Known OR Produced Identification ),:f'_ Type of Identification Produced :r Z' 0% "d —S '" ej e Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts stated ' t are true to best of my knowledge and belief. Signature o atural Person Signing Above ,,o''" P44" PATRICIA E. WATKfNS NAM f '''Y 3 Notary Public • State of Florida Rev. date 3 , 008 d - 4 We Comm. Expires Jul 1, 2016 r } 1)l _ t . % 1";a, Commission # EE 177001 SCPA Parcel View: 35-19-30-522-0I00-0080 r °Ax"" Parcel:35-19-30-522-0100-0080 Owner: BROWN MARY T Property Address: 227 BRADSHAW DR SANFORD, FL 32771Msr-;1t ku mat l#v r"s` rt„ir"rr ttt•A. Back < Previous Parcel [Next Parcel > Save Layout ] Reset Layout I New Search Parcel 3519-_30-522-0100-0080 Value Summary Property Address: 227 BRADSHAW DR j Owner: BROWN MARY T H' 1 Mailing: 227 BRADSHAW DR SANFORD. FL 32771 - 4170 Subdivision Name: COUNTRY CLUB MANOR_UNIT_3 Tax District: Sl-SANFORD Exemptions: 00-HOMESTEAD (2000) DOR Use Code: 01-SINGLE FAMILY Map Aerial Both Footprint ' + - Extents Center Larger Map I I Dual Map View - External 2012 Working 2011 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 38,869 41,487 Depreciated EXFT Value 600 600 Land Value 7,500 10,000 Market) Land Value Ag just/Market Value ** 46,969 52,087 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj Assessed Value 46,969 52,087 Tax Amount without SOH: $504 2011 Tax Bill Amount $504 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LEG LOT 8 BLK I COUNTRY CLUB MANOR UNIT 3 PB 12 PG 76 Tax Details I Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 46,969 25,500 21,469 Schools 46,969 S25,500 21,469 City Sanford 46.969 2S,500 21,469 SJWM(Saintjohns Water Management) 46.969 25,500 21,469 County Bonds 46,969 25,500 21,469 Sales Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 09/1999 037.25 0419 55,800 Improved No SPECIAL WARRANTY DEED 06/1999 03704 0146 47,000 Improved No CERTIFICATE OF TITLE 06/1 998 0_3_452_ 0178 100 Improved No SPECIAL WARRANTY DEED 06/1998 03533 068.6 100 Improved No WARRANTY DEED 04/1997 03227 1.1_21 62,900 Improved Yes WARRANTY DEED 10/1996 031_52. 03_1.4_ 33,000 Improved Yes CERTIFICATE OF TITLE 09/1996 03128 0038 100 Improved No WARRANTY DEED 03/1992 02410. 0813. 49,000 Improved Yes http://www.scpafl.org/ParcelDetails.aspx?PID=35-19-30-522-0I00-0080 4/24/2012 Po W187 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: MA,r y p rowh // Firm: Address: .2,!b 4 13 r s h ,. J r; uel, City: State: Zip Code: Phone: Fax: Email: Property Address: Property Owner: -0aV-i D t-GLea1 Parcel identification Number: 35- )-I _3d.SZ7 p to(D - o O S U Phone Number: 407 c%3 6- 8 78SEmail: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) pansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) Flood Zone: Base Flood Elevation: Datum: FIRM Panel Number: !2I I o r Map Date: 2Os The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: [J"froodplain floodway The structure is in the: floodplain floodway F The structure is not in the: 'floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: Reviewed by:T. S= Date: Za ttiZ T:\Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc FORMS OFFICE PERMIT # w- fifn FLORIDA BUILDING CODE, ENERGY CONSERVATION FORM 402-2010 Residential Building Thermal Envelope Approach ALL CLIMATE ZONES scope: t:ompliance with Section 402 of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form 402 for single- and multiple -family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential buildings, new heating, cooling and water heating systems in existing buildings as appiicable.To comply, a building must meet or exceed all of the energy efficiency requirements on Table 402 and all applicable mandatary requirements summarized in Table 4028 of this form. If a building does not comply with this method or Alternate Form 402, it may still comply under Section 405 of the Florida Building Code, Energy Conservation. PROJECT NAME: AND ADDRESS: g mr- "I on Z,Z `j $rz+-ASk-- Or cL, F'L. BUILDER: Atcev 7z %,,y PERMITTING OFFICE: . f ti ),;;lot C OWNER: t J o n PERMIT NO.: .Z _ 77 JURISDICTION NO.: (0 pl/00 General Instructions: 1. New construction which incorporates any of the foliowingg features cannot comply using this method: glass areas in excess of 20 percent of conditioned floor area, electric resistance heat and air handlers located in attics. Additions 5 600 sq.tt., renovations and equipment changeouts may comply by this method with exceptions given. 2. Fill in all the applicable spaces of the 'To Be Installed" column on Table 402A with the information requested. All 'To Be installed" values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the "To Be Installed" column information. 4. Read the requirements of Table 402E and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owners agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single-family detached or multiple -family attached 3. if multiple -family -No. of units covered by this submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. ft.) B. Glass type and area: a. U-factor L SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. Slab -on -grade (R-value) b. Wood, raised (R-value) c. Wood, common (R-value) d. Concrete, raised (R-value) e. Concrete, common (R-value) 9. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) b. Adjacent: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 11. Air distribution system: Duct insulation, location, On a. Duct location, insulation b. AHU location c. Qn, Test report attacbed (< 0,03; yes/no) 12. Cooling system: . a. Type b. Efficiency 13. Heating system: a. Type b. Efficiency 14. HVAC sizing calculation: attached 15. Hot water system: a. Type b. Efficiency Please Print CK 1. 2. s FD 3. 4. tJO 5. 3oQ s sb. 3e 5c. 3 2. 7 7 sq. ft. 7. 8a. R= b 4Q io7 lin,ft. 8b. R= sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. Be. R= sq.ft. 9a-1. R=7 3`7 7 ,,Tsq.ft. 9a-2. R= sq. ft. 9b-1. R = sq. ft. 9b-2. R = sq. ft. 10a. R=_ sq.ft. 3d8 10b. R = sq. ft. 11a. R = g O Cr/D l l b. llc.Test report attached? Yes No 12a. Type: 1,4 12b. SEER/EER: 13a. Type: 13b. HSPF/COP/AFUE: 14. Yes No 15a. Type: 15b. EF: I hereby certify that the plans and specifications covered by the calculation are in compliance wp the Florida Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. / Energy Code. Before construction Is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. PREPARED BY Gl % i%/I'"" DATE: v CODE OFFICIAL, I hereby certify that this building is in compliance with the Florida Energy Code: OWNER AGENT: DATE: DATE: C.4 2010 FLORIDA BUILDING CODE - ENERGY CONSERVATION FORMS TABLE 402A BUILDING COMPONENT PERFORMANCE CRITERIA' INSTALLED VALUES: U-Factor < 0.65 U-Factor = o S Windows (see Note 2): SHGC = 0.30 SHGC = 30ofCFA <=20% 01CFA- a TSihtsU-Factor < 0.75 a Doors: Exterior door U-Factor U-Factor < 0.65 U-Factor = Floors: Slab -on -grade Norequlrement R-Value: Over unconditioned a see Note 3 R-13 Walls - Ext. and Adj. (see Note 3): Frame R-13 R-Value = Mass ( see Note 3) Interior of wall: R-7.6 R-V.W. _ Exterior of wall: R-6 R-Value = Cefiings ( see Notes 3 & 4) R=30 R-Value = Test report Attached? Reflectance 0.25 Reflectance = O. Z Yes/No Air distribution system (see Note 4) Ductwork & air handling unit: Location: Test report Unconditioned space Not allowed Attached? Conditioned space Yes/No Duct R-value R-value Z 6 R-value = O Air leakage On On 5 0.03 On = Air conditioning systems see Note 6 SEER =13.0 SEER = Heating system Heat pump (see Note 5) g SEER = SEER = Heati Heating: HSPF = 7.7 HSPF = A Gas furnace AFUE 78 % AFUE = K F` Oil furnace AFUE 78% AFUE _ Electric resistance: Not allowed (see Note 5) Water heating system (storage type) Electric ( see Note 6): 40 gal: EF = 0.92 Gallons = 60 gal: EF = 0.90 EF = Gas freed (see Note 7): 40 gal: EF = 0.59 Gallons = 50 gal: EF - 0.58 EF- Other ( describe): 1) Each component present in the As Proposed home must meet or exceed each of the applicable performance criterlafn orcer to comply wan mts cous usu ig uns n rou iw; otherwise Section 405 compliance must be used. 2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U-Factor and the maximum SHGC (solar Heat Gain Coefficient) criteria andhaveamaximumtotalwindowareaequaltoorlessthan20% of the conditioned floor area (CFA); otherwise Section 405 must be used for compliance. Exception: Additions of 600 square feet (56 nt2) or less may have a maximum glass to CFA of 50 percent. 3) R-values are for insulation material only as applied in accordancewith manufacturers' installation instructions. For mass walls, the "Interior of wall" requirement must be met except if at least 50% of the R-6 insulation required for the "exterior of waft" is installed exterior of, or integral to, the wail. 4) Ducts & AHU installed substantially leak free per Section 403.2.2.1, Test by Class 1 BERS. rater required. Exception: Ducts installed onto an existing air distribution system as part of an addition or renovation; duct must be R-6 installed per Sec. 503.2.7.2. 5) For all conventional units with capacities greater than 30,000 Btu/hr. For other types of equipment, see Tables 503.2.3(1-8). Exception: The prohibition on electric resistance heat does not apply to additions, renovations and new heating systems installed in existing buildings. 6) For other electric storage volumes, minimum EF = 0.97-(0.00132 x volume). 7) For other natural gas storage volumes, minimum EF = 0.67-(0.0019 x volume). C' S 2010 FLORIDA BUILDING CODE — ENERGY CONSERVATION THERMA. T'RU DOORS I.19 tN DUuTR at b°._ EDfl£RTON,. OhI 435; 7 6'8" SINGLE &t DOUBLE OPAQUE OR GLAZED DOORS W/ & NljiOUT SIDEUiES OUTSWiNG DIRECT TO MASONRY INSTALLATION General Notes I. 7hsproduct anchoring drawing has been developed in compliance with the 2007 FkAda PAjilding Code (FBC) excluding. the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on delay. Anchor embedment to boss material shag be beyond wall dressing, stucco, foom, brick and other vmll coverings. 3. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shall they be less than shown in this drawing. 4. Where shims are used, they must be o'iVtd 1 sfnr mateict that complies with the rw. juirements of the 2D37 FBC. S. Positive and negative design pressure requirements for use with this drawing: shad be determined by others for specific jobs in accordance with the governing code. 6, Site conditions not covered try this .drosving ore subject to further engineering analysis, TABLE OF CONIFNTS SHEET $ DESCRIPM4 I Ty-, cai elevatiws. design pressLwes &general notes Hori2ontai aces sactions masonry Vrsrti[ ai ctms secfk ns rmncrvy 4 RcvneonchrAi.g S Frame rlChoring & bilof moterials ^---- --- - — 105. 50" MAX. OVEPALL FRAME WIDTH _ -- 68.50"MAX. OVERALL MYIDTH il- 1,• ''. r. 1 ,• I{ V II 't 02 7i< 1' ; ; E1. L ;I I 1 t. I- h: 5 ., ; Ir I 1 k s. to ° qw 4 Or4! % I L_ 11 'i 2 Y y 3 d• 3 6` 3 q 5' b z aa, Daueiewls+oEura aXXo seac[ewr ilD axo IJ z z MAX DESIGN PRESSURE MAX DESIGN PRESSURE S5. 0 -55.0 +55.0 -55.0 37. 513" MAY, j OVERALL 74.'Xr•MAX. $.3.00 ,1AX. WIDTH OVERALL WIDTH — OVERAlt.WIDiH m o 21 1 Z ` w P 2i a 9I t ? a U I V I1 I'I f' 11 II II 'i •' 1 ,' 1 , tl .'y,l ii I Ir ;1 3 3, 3 3 3 3 S 3 4 tStxG[ E x Daum xx SRtore MVISrnEl11E ox a MAX. DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE 3roenmd2k* e +55,0 -55.0 +55.0 -55.0 +55.0 -55.0 CATE:2LII 09 • z N. Z.S.. ° setrntlysime + 65.0 -65.01 SUM. . aCK NARaWARE F.SPCr SE.tES - c'r, Vt Lt--:..,_ I+ i4lK3Er 74II SER7H5 (aYCH MA" xc No EF FL--52&2-68A4 0 xwfxc> r oo s ur s +aeecxr n eteEr tof5 -. 0 INTERIOR EXTERIOR r ' HORIZONTAL CROSS SECTION 2 Outswing configuration 4-9/16"jamb G C E 4 0 0 INTERIOR cn o EXTERIOR H 2' HORIZONTAL CROSS SECTION 2 Outswing configuration 6-9/16"jamb 3 HORIZONTAL CROSS SECTION JOutswing configuration49/16" jamb C G < E r,, z a as 4 INTERIOR Q ' v EXTERIOR HORIZONTAL CROSS SEC17ONCROSSSECTION Q Outswing configuration 6-9/16"jamb C INTERIOR N v o 4 EXTERIOR 5" HORIZONTAL CROSS SECTION Outswing configuration 6-9/16" jamb a o g. aZo _ W O Aim ocUN •• d E gmo gg maam o ctcr o4 U LE. N.T.S. M BY: A iK. BY: LFS WANG NO.: FL-5262-68M 4EEr _L of 5 ISMAX. 125' MIN. —— I EXTERIOR INTERIOR VERTICAL CROSS SECTION 3 Outswin configuration 49/ 16"iamb E 1. 25" MIN. — 0 l VERTICAL CROSS SECTION Outswing configuration 6- 9/16"jamb EXTERIOR INTERIOR Cn Z NU m7w Z - 12 q , 3VERTICAL CROSS SECTION Outswing configuration EXTERIOR INTERIOR VERTICAL CROSS SECTION 3 Outswing configuration EXTERIOR r, ,lkm INTERIOR z w VERTICAL CROSS SECTION 3 Outswing configuration EXTERIOR INTERIOR za m w 5 61 VERTICAL CROSS SECTION 3 Outswing configuration o 2mt z14o zv i 1- U DO J DO6 cn C0wFzFF=== w 0 C 0 0 aDATE 06117108 SCALE N.T.S. `- OWG. BY: JK CHK BY: LFS 3 DRAWING NO, P P FL- 5262-68M cC n SHEET 3 OF S e C 3" T, T' 3„ X I I II 11 II I D 6-9/16" HEAD In TYP. @ HEAD u IIB F 49/16"HEAD a;; - MULLION SHOWN FOR REFERENCE - o U G 6-9/16"JAMB v O TYP. @ JAMBS H 4-9/I6"JAMB - SEE - DEIAIL "S' CRC W , r, M N 1 o Co 04N T' 71 6„ 3" --- 3" I I I I D 6-9/16"HEAD m TYP. @ HEAD F 4-9/16" HEAD 0 MULLION SHOWN FOR w _ REFERENCE Q o G 6-9116" JAMB TYP. @ JAMBS H 4-9/I6"JAMB SEE DETAIL "4" VIEW "C"-"C" SINGLE DOOR W/SIDELITES VIEW "E"-"E" VIEW "D%"D" CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. If concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MlN: MIN. CLEARANCE TO MIN. CLEARANCE TYPE SIZE EMBEDMENT MASONRY EDGE ADJACENT ANCHOR ITW 1/4" 1.1/4" 2-1/2" 3" ELCO 1/4" 1-1/4" 1" 4" ITW 3/16" 1-1/4" AS SHOWN AS SHOWN SIDELITE NOTES: 1. The sidelite is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each vertical jamb, from the fop down at 13.5", 31 ", 48.5" & 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside corners. SINGLE DOOR W/SIDELnE m-r EE 12, & 7, VIEW "B' IS" 6-9/16' HEAD TYP. @ HEAD 49/16" HEAD 6-9/ 16" JAMB - TYP. @ JAMBS 4-9/ 16" JAMB W p to n : M 0. o c Z. m yj e imz f% a oo PoJ a m as m° vo T o SEE Of iDETAIL Q Fm SINGLE DOOR VIEW "A" -"A" H DETAIL "I" DETAIL "2" o p Standard o 27 °o H o 27 _ ^ z 26 DETAIL ",C H Dare 08/11 09 24 Standard SCALE: N.T.S. owO. B'= JK CHK. BY: LFS DETAIL "S" DETAIL "3" GNAWING No.: Security FL-5262-68M SHEET _L OF 5 e n i VIEW T'VC" F. F 31, 3" 31— 7 I_ I I I II I I II II II SEE DETAIL "6" p 6 II I TYP. @ HEAD II f 49/16" HEAD I ASTRAGAL II MULLION SHOWN FOR II SHOWN FOR REFERENCE II REFERENCE ONLY II 16 II 16II II liA II C E' DOUBLE DOOR W/SIDEMS G 6-9116" JAMB TYP. @ JAMBS H 4-9/16" JAMB 12 BILL OF MATERIALS ISM # DESCRIPTION MATERIAL C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" ELCO OR FTW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" x 2-1 /4" ELCO OR ITW PFH CONCRETE SCREW STEEL G 3/16" X 2-3/4" ITW PFH CONCRETE SCREW STEEL H 3/16" X 2-114. ITW PFH CONCRETE SCREW STEEL 5 1 /4" x 1-3/4" ELCO OR ITW PFH CONCRETE SCREW STEEL 1 I 3/16" x 3-1 /4" TTW PFH CONCRETE SCREW STEEL 12 1 /4" x 3-1 /4" ELCO OR ITW PFH CONCRETE SCREW STEEL 16 1/4" X 2-1/4" PFH ITW CONCRETE SCREW_ STEEL 24 9 X 3/4" PFH WS STEEL 26 9 X I" PFH WS STEEL 27 1 10 X 1-3/4" PFH WOOD SCREW STEEL K M .2 N SEE DETAIL"S' ¢o \ VIEW "E"-"E" A„ ° N I .TSEEDETAILC " II p 6-9/ t 6"HEAD w II TYP. @ HEAD z I f 4-9116" HEAD o V ASTRAGAL II -4O SHOWN FOR REFERENCE II ONLY II6-9/16" JAMB G II TYP. @ JAMBS Il4- 9/16'JAMB H _ d II o 16 II 16 SEE DETAIL 5 II 5 i DOUBLE DOOR F`: Dlj j;_j Wiris VIEW " A" -"A" 11 0 DETAIL " 6" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 26 24 DETAIL " I" F. N.T.S. NG. BY: JK iK. BY: LFS PAYING NO.: FL- 5262-68M m 5 OF 5 G`: F_ fr Uj 0— t— L— o r NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: NI005312-R4 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2011 Revision Date: 09/03/2009 Product: Traditions/Construction Series Wood Edge Opaque Steel Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Wood Edge Opaque Steel Door Inswing/Outswing w/ and w/o Sidelites Specifications Tested To: ASTM E330/E331/PA201/202/203 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listine at www.Namicertitication.enm. NAMPc C'Prtifrafinn Prnarom is arrradifali 6v T6a A mn., Maf:.,.,.,i Qfon Ao. AT naf;# + /AMC" Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size Pos/Neg Rated Comments X US Opaque 31011 x 6' 8" 67/-67 Yes ETC-0 1 -741-10622.0(05/0 1/01)/L-2110 Single X O/S Opaque 310" x 618" 67/-67 Yes ETC-0 1-741-10622.0(05/0 1/0 1)/L-21 10 Single XX I/S Opaque 650" x 6'8" 40/40 Yes ETC-01-741-10622.0(05/01/01)/L-2110 Double Standard Aluminum Astragal XX O/S Opaque 6'0" x 69811 40/-40 Yes ETC-0 1 -741-10622.0(05/0 1 /01)/L-2110 Double Standard Aluminum Astragal XX 11S Opaque 6' 0" x 6' 8" 60/-60 Yes ETC-0 1 -741-10622.0(05/0 1 /01)/L-2110 Double Coastal Aluminum Astragal XX O/S Opaque 6' 0" x 6' 8" 60/-60 Yes ETC-0 1 -741-10622.0(005/0 1 /01)/L-2110 Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 5'4" x 6' 8" 60/-60 Door -Yes ETC-01-741-11004.0(07/09/01)/L-2147 Single w/Sidelites Glazed Sidelites Sidelites-No OXO/OX/XO O/S Opaque Door 5' 4" x 6' 8" 60/-60 Door -Yes ETC-0 1 -741-11004.0(07/09/0 1)/L-2147 Single w/Sidelites Glazed Sidelites Sidelites-No OXXO I/S Opaque Doors 894" x 6' 8" 40/40 Doors -Yes ETC-01-741-11004.0(07/09/01)/L-2147 Double w/Sidelites Glazed Sidelites Sidelites-No Standard Aluminum Astragal OXXO O/S Opaque Doors 8'4" x 6'8" 40/40 Doors -Yes ETC-01-741-11004.0(07/09/01)/L-2147 Double w/Sidelites Glazed Sidelites Sidelites-No Standard Aluminum Astragal OXXO US Opaque Doors 8'4" x 6'8" 60/-60 Doors -Yes ETC-01-741-11004.0(07/09/01)/L-2147 Double w/Sidelites Glazed Sidelites Sidelites-No Coastal Aluminum Astragal OXXO O/S Opaque Doors 8'4" x 6'8" 60/-60 Doors -Yes ETC-01-741-110 (07/09/01)/Lr2147 Double w/Sidelites Glazed Sidelites Sidelites-No Coastal uminum Astragal National Accreditation & Management Institute, Inc./4794 George Washington Memorial Hig y ay , VA 23072 Tel: (804) 684- 5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: R R W Building Consultants, m Consulting altd i;n6ineerinm Sexvices f6r he Building industry C' F,(3. Box 23U t+aGzcv;:Ft 335 5 Pfiane813.b59.9t floric#a$partlo£.°rofessivnetEngineers: rtifie te,ofAythorriaiionh'v:9813 Product: Sub Category MAnufacturer Product Name G:ategory Exterior Svt 49ing. Therma "free Corporation B'8 Single 8i,f3ouble Opaque or Glazed Doors Exterior Door 118 Industrial Dr boors w1A wta Silt fifes AssembCrt3s gertvn, OU 43517 Outswing I'MA 419:298.1.740 Direct to Absonry Installation scope Product Evaluation report Issued by R W'Building Consultants, Inc. & Lyndon F. Sche idt, P.E: (System iU # 189t3)for Thermo Tru Gr rporaiion, based on futile fiapter No. 9B-72;070, Method 1A of the State of Florida ProductAppravat, prtpt.<of. Community Affairs . Florida Building Commisslon. RW But€ding Consultants an.d Lyndon'F. Schmidt: PIE. do net,have nor wllf iacqulre financiaE if7teresf €n ttte com. party n nufacturing of distributing the product or in any other:antity Involved in the approval process of the product named herein. LIMROf% ns: I This product anchoring has been developed in compliance Mth the 2007'F€orida Build, Code. FBG} sErisctirral. ri quirements exciud:il g the "High Velocity Hurdcane Zone". See the Certification Agency Certificate fors€zes, specifications and design pressure ratings:. 2. Product anchors:shall be as filed acid spaced as shown orf details, Anchor embedment to base material shall be beyond welldressing or stucco:: 3.. Wood sere irs shall tie installed follow1ho InstaltaWns Instructions of ANSI AF&PA,t> D 2005. A4 other fastener types #o be. instatlsd fallowing fastene3r manufacture's Installation instructions. 4.. Fastanar otnbsdment dopth6, edge distance end center -center d€stanoi#s:shall be: specified by the fastener manufacture, but in.no instance shalt they be less than shaven In drawing FL 5262-66M 5. where shims are used;. they must be a "rigid l stiff" riteferiai that compiles with the requirements of the EBC- B..:Posdive and negative design pressure requirements.: for use with drawin FL 5262=68M shall be datermIned by.others for specific jobs in accordance with the governing code. 7. Site conditions that deviate. from the details 01 drawing i=t_-5M-68M>require further engineering analysis by s licensed engineer or r{I t4ared architect. Supportlov Aocvmenfs : 1. Test Kett ga No, Test Stagdard TEL 0146.0145 A$TM E330-021.E1888-021E19t3 02 ETC 01-741- 11006,0 ASTM E330-02 TAS.2©1, 202, 20:84 2. Lqw rr IW rsoaf eci:bv No. FL-5262- 681M P2W Building Consultants, Inc:: (CA #9813) 3. calculations fr+ at .a? ec1:v Product.Ahchoririg RW Building Consultants,. Irc- (CAM'!3) Buck AnChbring RW Bufding.Consu€cants, Inc. (CA Vesting taba>raterff Signed b Testing. Evaluation, Lab. L.yiidor; F. S. chmidt, P..E, ETC Laboratcgries: Joseph 4. Doldon P,E. 5tanad: % Sealec€ by Lyndon F: 8t h.inidi' R.E. Sloe! A SON, by Lyndon F- 5chnaktt.. P-E. Lyndon F: SchMidt, RE- Lyndon FI, PE N61 4,' WOO PF 12M sheet t of REVISION Permit # ( a - I y 7 -3 Project Address: a 01 -1 (J V-0, C4 S k ac) Contact: Ph: Email: Trades encompassed in revision: El Building APlumbing El Electrical 11 Mechanical El Life Safety Revision # r2lD General description of revision: 06, Y- ROUTING INFORMATION Department Approvals Utilities sst, te Water El ,'Ian ning Engineering El Fire Prevention 4- I18a:-7 Validator / Operations Administrator) PERMIT# — ic 7-7 AAMA CERTIFICATION PROGRAM O ICE AUTHORIZATION FOR PRODUCT CERTIFICATION MI Windows & Doors, Inc. P.O. Box 370 Gratz, PA 17030 Attn: Rick Sawdey I The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101/I.S.2/A440-05 H-R45*-1219x1829 (48x72) COMPANY AND PLANT LOCATION CODE SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED NO. DESCRIPTION MI Windows & Doors, Inc. 740/3740 ORIEL (FLANGE) FRAME SASH 704 12t' Ave. MTL-9 AL)(O/X)(CG) 1219 mm x 1829 mm 1184 mm x 754 mm Smyrna, TN 37167 TILT)(ASTM) 4'0" x 6'0") 3'11" x 2'6") 2. This Certification will expire June 15, 2011 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 74192.01-109-47 Date of Report: July 5, 2007 Date: December 16, 2008 Cc: AAMA JGS ACP-04 (Rev.8/06) Validated for Certification 4—iL A oci ted Laboratories, Inc. Authorized for Certification Amer'i¢ ` ' ctural Maur ufactur rs Association Concrete or Masonry Opening 17) a IL 7• L a Perimeter Caulk, By Others Alao between flange and buck , D 1m Head _ E Erlrla0 e a Class as Required ID Perimeter Caulk I S By Others s Tapcon Caulk Between Buck and Masonry Opening By Others Wood Buck by Others U BLIJOING PLANS E%AMINSR Rtt FIEWED FOR Flange WDE COMPLIANCE Window "VEP THIS PLAN ON JOB APR 17 2002 3ujidigg&IoniggJnspection pyV•a.; Flange Type Window Frame SIII a Stool By Others A a ' E Pre —Cast SIII By Others Caulk Between Flange and Pre -Cast SIII C 1. Shim as required at each installation anchor as shown, with load bearing shim. 2. Anchor must be of sufficient length to provide 1 1/4" min. embedment Into masonry or concrete. 3. Caulk between window Flange and buck. 4. Caulk full perimeter of window. 5. If exact window size Is not given, use anchor quantity for next larger .window in chart. 6. Glass thickness will vary with window size and design load, and must comly TID.rvt,•,, ]m:itr with ASTM E1300, lIDC I l7IDll1tU. 7. Letter designations on the topcon location chart Indicate where anchors are to be installed using the elevation as a 'key. 8. All factory applied holes not designated for tapcone'shouid be filled with 8 screws of sufficient ith. to provide 5/8 min. embedment into wood buck. TAPCON LOCATION CHART CODE WINDOW ID FASTENER LOCATIONS E.twlor Concrete or Masonry Opening Outside Dimension 1}' MIN. PENETRATION SIZE 12 SIZE 18 1/8 x 25 18 1/8 DP36 TO DP52 0PS2.1 TO OP7f A. C A. C Perimeter Caulk 13 x 37 3/8 A, C A, C 14 18 1/8 x 49 5/8 A, C A, C Caulk Between 15 18 1/8 x 62 A, C A. B, C Flange and Buck 15 18 1/8 x 71 1/4 A, C A. 8, C A °, C •' 1/2-32 25 1/2 x 25 A. C A. C 1/2 33 25 1/2 x 37 3/8 A, C A. C 1/2 34 25 1/2 x 49 5/8 A. C A. 8, C 1 /2 35 25 1/2 x 62 A. B, C A B, C 1/2 36 25 1/2 x 71 1/4 A, B, C A, 8, C a ' a Jamb 22 36 x 25 A, C A. C G ° 23 35 x 37 3/8 A, C A. B. C G 24 36 x 49 5/8 A, B, C A, 8, C j 3836 B, B. Cne29xs62/ 4 AA, C AA, 8, 26 36 x 71 1/4 A. B. C A. B, C, D 32 52 1/8 x 25 A, C A. C SHIM I— 33 52 1/8 x 37 3/8 A, C A, 8, C BUCK 4 ° 34 52 1/8 st 49 5/8 A, 8, C A, S. C a ' 345 52` 1/8 x 55 1/4 A, 8, C A. 8, C. 0 35 52 1 /8 x 62 A, B, C A. B. C. D Tapcon 36 52, 1/8 x 71 1/4 A. B, C. D A, 8, C. D. E Inside Dimension D D Wood Buck By Others Caulk Between Buck and Opening *-TAPCON' TYPE HAROENEO MASONRY SCREWS INCLUDE TAPCON, RAM1., k SIMPSON Design Pressure values listed above are In PSF A.14q "ill L 1'' Ina INSTRUCTIONS a i 192 FASTENER SCHEDULEN0. r• 5fATt .Cf, 7.44_..5I_N.GLE.._H_U.N.G xuss sn oAm S.W. 1/15/02 NONE 1 1 or i 1-NS' oee 74wn..... 0 ... _ K- v: PA Parcel View: 35-19-30-522-0I00-0080 r Page 1 of 2 COovkt orv oo.+.CFA Parcel: 35-19-30-522-0I00-0080 PR®Pu• • Owner: BROWN MARYT APP.Property Address: 227 BRADSHAW DR SANFORD, FL 32771E1ySIrDCXtCOl1IJryF60RIOn, Back < Previous Parcel Next Parcel > I F Save Layout V. F New Search Parcel: 35-19-30-522-0100-0080 1 Value Summary Property Address: 227 BRADSHAW DR Owner: BROWN MARY T Mailing: 227 BRADSHAW DR SANFORD, FL 32771 - 4170 Subdivision Name: COUNTRY CLUB MANOR UNIT 3 Tax District: S1-SANFORD Exemptions: 00-HOMESTEAD (2000) DOR Use Code: 01-SINGLE FAMILY Map Aerial Both Footprint + - Extents Center Larger Map I I Dual Map View - External 2012 Working 2011 Certified Values Values Valuation Cost/Market Cost/Market Method Number of 1 Buildings 1 Depreciated 38,869 41,487 Bldg Value Depreciated S600 S600 EXFT Value Land Value 71500 10,000 Market) Land Value Ag lust/Market 46,969 52,087 Value ** Portability Adj Save Our Homes 0 SO Adj Amendment 1 Adj Assessed Value 46,969 52,087 Tax Amount without SOH: $ 504 2011 Tax Bill Amount S504 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LEG LOT 8 BLK I COUNTRY CLUB MANOR UNIT 3 PB 12 PG 76 Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 46,969 25,500 S21,469 Schools 46,969 25,500 21,469 City Sanford 46,969 25,500 21,469 SJWM(Saint johns Water Management) 46,969 25,500 21,469 County Bonds 46,969 25,500 S21,469 Sales Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 09/1999 03725 0419 55,800 Improved No SPECIAL WARRANTY DEED 06/1999 03704 0146 47,000 Improved No CERTIFICATE OF TITLE 06/1998 03452 0178 100 Improved No SPECIAL WARRANTY DEED 06/1998 03533 0686 100 Improved No WARRANTY DEED 04/1997 03227 1121 62,900 Improved Yes WARRANTY DEED 10/1996 031 52 0314 S33,000 Improved Yes CERTIFICATE OF TITLE 09/1996 03128 0038 S100 Improved No WARRANTY DEED 03/1992 02410 0813 S49,000 Improved Yes SPECIAL WARRANTY DEED 09/1991 02339 1239 S39,600 Improved No CERTIFICATE OF TITLE 04/1991 02279 1807 S37,800 Improved No SPECIAL WARRANTY DEED 04/1991 02288 1859 5100 Improved No WARRANTY DEED 05/1989 02071 1107 46,000 Improved No CERTIFICATE OF TITLE 04/1988 01954 0378 43,500 Improved No WARRANTY DEED 05/1985 01638 1450 44,000 Improved Yes Find Comparable Sales within this Subdivision http://www. scpafl.org/ParcelDetails.aspx?PID=3 5-19-30-522-0100-0080 4/24/2012 i SPA Parcel View: 35-19-30-522-0I00-0080 Page 2 of 2, I I Land Method LOT Frontage 0 Depth Units 0 1.000 Unit Price 7,500.00 Land Value 7,500 Building Information Year Description Built Fixtures 1 SINGLE 1960 FAMILY Base Heated Adj Repl Area Total SF SF Ext Wall Value Value 5 1,026,001,570.00 1,348.00 CONC $38,869 $57,584 BLOCK Description UTILITY FINISHED BASE SEMI FINISHED OPEN PORCH FINISHED OPEN PORCH UNFINISHED Appendages 1 Area 60 322 42 120 Permits Permit # 01469 Type Miscellaneous Agency Amount Sanford $6,307 CO Date Permit Date 03/08/2007 Extra Features Description FIREPLACE Year Bit Units 1960 1 Value 600 Cost New 1,500 Back < Previous Parcel Next Parcel > Save Layout Reset layout New Search http://www.scpafl.org/ParcelDetails.aspx?PID=3 5-19-30-522-0100-0080 4/24/2012