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Permit 2118 Fairway Villas ' ' }` CITY OF ATLANTIC BEACH ., 800 SEMINOLE ROAD Ty / ATLANTIC BEACH, FL 32233 / �� INSPECTION PHONE LINE 247 -5826 Application Number 05- 00031003 Date 8/18/05 Property Address 2118 FAIRWAY VILLAS LN Tenant nbr, name REPLACE SHINGLES Application description . . ROOF Property Zoning TO BE UPDATED Application valuation . . . 1450 Owner Contractor OWNER ATLANTIC BEACH FL 32233 Permit ROOF PERMIT Additional desc . Permit Fee . . . 60.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 1450 Fee summary Charged Paid Credited Due Permit Fee Total 60.00 60.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 60.00 60.00 .00 .00 i f PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUIL CODES. c Qk ~ BUILDING OFFICIAL / \''''''': CITY OF ATLANTIC BEACH cc: (Y BUILDING / ZONING DEPARTMENT f L. Hi `) _, 800 Seminole Road S. Doerr Atlantic Beach, Florida 32233 :y c,f •' (904) 247 -5800 r `�`�' (904) 247 -5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 05 3 1 r 6 Property Address: c:›7 r � 1 1 O HcLi t L..A__ A-1/41 J t 1[C. S 1 --C-k--r1 e. Applicant: (_) (s-_ € V Project: C r rod- This permit application has been: Approved 0 Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: `J Date: t g ( / Date Contractor Notified: yi J 1 A ‘4 J CITY OF ATLANTIC BEACH jr OWNER/BUILDER AFFIDAVIT Date: i' /‘ re) s� Job Address: 7/ & rdJ/k (4 / M / a 4 CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE — OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO ' THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REOUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND /OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455 - 228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEOUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247 -5826) IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER - BUILDER PERMIT. 411 ' ROPERTY O WNER/B 1 b ER ORE ME THIS I& — DAY OF -�— 200 7 '�•••, Gretchen Acosta , : I Commission* D0383361 • Expires January 3, 2009 '11■6h` Daiwa Trey Fein •Npm„°trw ICO4164O10 / OTARY PUBLIC , MY COMMISSION EXPIRES: //IA NOTE: PHRASES UNDERLINED ABOVE. w ` CITY OF ATLANTIC BEACH t., ,. , z ROOFING PERMIT APPLICATION Date: 7: / ' O Job Address: 2 // t �i1 /,ea �j175 c_Ce 7// X1 69)0 Rc Owner of Property: 2 04/X e GS7 r7 Address: 02/ /f, t, 17K// Z,4j'zcJ Z , Telephone: ,...1_ V/.....)-- T�7 Contractor: /Vei / State License Number: /v /9 Contractor's Address: /v Telephone: ,,'' // P !'�� Fax: ///, Scope of Work: C 7 �,9 5 � "/2,/e3 4 2c) 6 Deck Slope: _ ' Z Greater than 2:12 L F Less than 2:12 Valuation of work: / cf \S`7J Product Name (Example: Timberline): 7 ,r 4 ,, . ,,,/' 4 Manufacturer (Example: GAF): Q e. .L, c f r, , , 6`-1 F ASTM D �' Designation(s): �7/y1 (� Z� � .-. ., � ,fi c'S .., � r°" , Required Inspections: Sheathing and Final Signature of Owner:,, y10 `$' Date: 1S VZ - 0 J AS TO OWNER: Sworn to and subscribed before me this /6 day of (W. /,/S" -F- , 20 05 t" 4i l'e CV ° Cri'a :+ Commission 8 DD383361 94 Notary's Signature: _I ��r _ , "i /` .� .,�� Expires January 3, 2008 ' t 8 ' ' ' eo�a.ary,F,r,•�w. Me +aoaesro» ❑ Personally , ® Produced identification Type of identification produced R. DL. e 1 n e,. Signatu of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 State of Florida, County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 - 5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : //www.ci.atlantic- beach.fl.us Page 1 Revised 2/21/03 4 s ' STATE OF FLORIDA Ay ) DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION Florida's Construction Lien Law • `'" Protect Yourself and Your Investment H ere. D N , Here. According to Florida law, those who work on your property or provide materials, and are not paid -in -full, have a right to enforce their claim for payment against your property. This claim is known as a construction lien. Jeb Bush If your contractor fails to pay subcontractors or material suppliers or neglects to make other Govemor legally required payments, the people who are owed money may look to your property for Kim Binkley -Seyer payment, even if you have paid your contractor in full. Secretary This means if a lien is filed against your property, it could be sold against your will to pay for labor, materials or other services which your contractor may have failed to pay. Customer Contact Center 1940 North Monroe Street This document explains Florida Statute 713, Part 1, as it pertains to home construction and Tallahassee, Florida remodeling, and provides tips on how you can avoid construction liens on your property. 32399-1027 Protecting Yourself If you hire a contractor and the improvements cost more than $2,500, you should know the following: VOICE 850.487.1395 You may be liable if you pay your contractor and he then fails to pay his suppliers or • FAX contractors. There is a way to protect yourself: A Release of Lien is a written statement 850.488.8748 that removes your property from the threat of lien. Before you make any payment, be sure you receive this waiver from suppliers and subcontractors covering the materials EMAIL used and work performed. CallCenter@ dbpr.state.tl.us • Request from the contractor, via certified or registered mail, a list of all subcontractors INTERNET and suppliers who have a contract with the contractor to provide services or materials to www.MyFlorida.com your property. • If your contract calls for partial payments before the work is completed, get a Partial Release of Lien covering all workers and materials used to that point. • Before you make the last payment to your contractor, obtain an affidavit that specifies all unpaid parties who performed labor, services or provided materials to your property. Make sure that your contractor obtains releases from these parties before you make the final payment. • Always file a Notice of Commencement before beginning a home construction or remodeling project. The local authority that issues building permits is required to provide this form. You must record the form with the Clerk of the Circuit Court in the county where the property being improved is located. Also post a certified copy at the job site. (In lieu of a certified copy, you may post an affidavit stating that a Notice of Commencement has been recorded. Attach a copy of the Notice of Commencement to the affidavit.) • In addition, the building department is prohibited from performing the first inspection if the Notice of Commencement is not also filed with the building department. You can also supply a notarized statement that the Notice has been filed, with a copy attached. The Notice of Commencement notes the intent to begin improvements, the location of the property, description of the work and the amount of bond (if any). It also identifies the property owner, contractor, surety, lender and other pertinent information. Failure to record a Notice of Commencement or incorrect information on the Notice could contribute to your having to pay twice for the same work or materials. Whose Responsibility Is It To Get These Releases? You can stipulate in the agreement with your contractor that he must provide all releases of lien. If it is not a part of the contract, however, or you act as your own contractor, YOU must get the releases. If you borrow money to pay for the improvements and the lender pays the contractor(s) directly, instruct the lender to get releases before making any payments. If your lender then fails to follow the legal requirements, the lending institution may be responsible to you for any loss. What Can Happen If I Don't Get Releases Of Lien? You will not be able to sell your property unless all outstanding liens are paid. Sometimes a landowner can even be forced to sell his property to satisfy a lien. Who Can Claim A Lien On My Property? Contractors, laborers, material suppliers, subcontractors and professionals such as architects, landscape architects, interior designers, engineers or land surveyors all have the right to file a claim of lien for work or materials. Always get a release of lien from anyone who does work on your home. Additional Tips On Home Construction • Verify that your contractor is properly licensed. Information regarding licensing can be found below. • If you intend to get financing, consult with your lender or an attorney before recording your Notice of • Commencement. • Insist that the contractor /remodeler secures a building permit and adheres to all building codes and ordinances. Information All Construction Contracts Should Contain • The contractor's name, address, telephone number and contractor's license number. • A precise description of work and materials to be supplied. The contract should specify the grade of construction, flooring and trim materials to be used. Don't accept the phrase "or equivalent"; the contract should specify appliance models and alternates for models not available. • A beginning date. • A completion date. • A complete list of companies or individuals supplying the contractor with labor or materials. Be sure they are insured so you are protected against theft or damage to their supplies or work. • Financing information and the payment schedule. • All necessary building permits or licenses. • Agreement regarding site clean -up and debris disposal. • All warranty agreements. Ask for explanations and clarifications of legal terms or confusing language. Be sure you understand completely what you are signing: Remember, promises are difficult to enforce unless they are in writing. Even for small jobs, have a written contract spelling out the details. Be wary of anyone who says, "We don't need to bother putting it in writing." Laminate Shingles NNG Oakridge® PROTM Series 2 - hingle Application Starter Course Underlayrnent pply shingles over properly prepared roof deck, starting at bottom of roof / and working across and up. This will blend shingles from one bundle into the next and minimizes any normal shade variation. Laminated shingles are psi;' 1131 , - applied with a 6 -1/2" offset. While a 6 -1/2" offset is recommended, any repeatable offset pattern from 4" to 8" is acceptable. Caution must be exer- cised to assure that end joints are no closer than 2" from a fastener in the shingle below and that side laps are no less than 4" in succeeding courses. Refer to course applications steps for specific instructions. 6''/ Offsets Starter Course (see illustration on the right) (A) Trim tabs off all starter course shingles. (B) Trim 6 -1/2" off rake end of first shingle. Extend 3/8" beyond rake and �.! .1011040 eaves, and fasten. (C) Complete rest of starter course. Trim flual; 6 l�� (C) with rake 5%" Note: Start at rake edge. Use five fasteners for each shingle, placed 2" to 3" up from the eaves. First Course (A) Apply first course starting with a full shingle, even with the starter course. Fasten securely according to instructions. Note: Complete course with full shingles. The fastening line should not be used for course alignment of shingles. Second Course (B) Begin second course by positioning first shingle 6 -1/2" from the end of the underlaying shingle, and flush with the top of the overlay tab (dragon tooth). (C) Leave 5 -5/8" exposure, fasten securely, and trim excess overhang at rake. Note: Complete course with full shingles. Third Course (D) Begin by positioning the first shingle 6 -1/2" from the end of the underly- ing shingle, flush with the top of the dragon tooth pattern. Complete by repeating step (C) . Note: Complete course with full shingles. Fourth Course (E) Begin the fourth course by positioning the first shingle an additional 6 -1/2" from the end of the underlying shingle, flush with the top of the dragon tooth pattern. Complete by repeating step (C). Note: Complete course with full shingles. Fifth Course (F) Begin fifth course by positioning full shingle flush with rake edge and leave 5 -5/8" exposure. Complete by repeating step (C) . Note: Complete course with full shingles. For succeeding courses repeat steps for second, third, fourth and fifth courses. 3 - Ile Construction y Valley Liner -- 5^ Min. A •sed cut valley is recommended and is applied as follows: - . Extra Nail No. 75 �41 Asphalt Plastic ' ) Lay a 36" wide valley liner of smooth surface roll roofing or Underlayment �► � Cement Owens Corning WeatherLock underlayment or equivalent product. ---------3 ♦�' Fasten on outer edges only. * 1 \ Clip Corner (B) Lay all shingles on one side of valley and across centerline of valley a �' ® ®�� minimum of 12': Fasten a minimum of 6" away from centerline on each ®® * N ® ® ® 021 if itp side of valley. ® z Centerline (C) Strike a chalk line 2" from the centerline of the unshingled side. Apply shingles on the unshingled side up to the chalk line and trim, taking care not to cut the underlying shingles. Clip upper corners of these shingles, cement and fasten. (D) A metal valley is an acceptable alternative. A woven valley is also acceptable for Oakridge® PRO 30 4 /astening Instructions Standard Area High Wind, Mansard or P l e fasteners 6 -1/8" from bottom edge of each shingle and 1" from each end. Steep slope U four fasteners in normal wind areas. 12' _- r T --,2• r Hip � : : IB) a . e _ 1" (B) Use six fasteners per shingle for mansard construction. Use of six fasteners is recommended in high wind areas. 6W' 5 %" Exposure 6y Dragon Tooth Shingle ' ' Note: Fasten on the 6 -18" nail line to penetrate both segments of the shingle. Side View Fastener Through Nail Line Hi & Ridge Application Standard High Ri ge Hip & Ridge and High Style' Hip & Ridge available by region. Hip and ridge cut from 3 -tab shingles. f cu ng three tabs for Hip & Ridge shingles, adhere to the following instructions. prevailing 6" • Wind Direction �= Cut full three -tab shingles into three 12" x 12" (13 -1/4" x 13 -1/8" metric) Hip & Ridge shingles. Start hips at the eave and work up to ridge. Apply O .0 Fastening Distance , ridge only after hips have been applied, beginning on end of ridge opposite / % prevailing wind direction. Leave 5" (5 -5/8 metric) exposure per shingle for Hip & Ridge application. Bend over the ridge; fasten on each side 5 -5/8" Metric Sized (6 -1/4" metric) from exposed end, 1" up from the edge. Cover exposed nails Hip and ridge cut from with asphalt plastic cement. metric three -tab shingles For more information on Hip & Ridge shingle application refer to 5.6,5• Owens Coming's "How to Apply Hips & Ridges" (Fub. No. 5-RR-18491). Prevailing on �-�► ��. Note: For best appearance, when using three -tab shingles for Hip & Ridge, apply ' tom - double thickness (two 12" x 12" shingles or 13 -1/4" x 13 -18" if using metric -sized .-114" Fastening Distance products). Do not cut Hip & Ridge shingles from full size laminated shingles. // j014&11 Laminate Shingles Oakridge® PROTM Series 6 Precautionary Notes the entire head is flush against the shingle but does not cut The manufacturer will not be responsible for problems the shingle surface. An improperly adjusted pneumatic gun resulting from any deviation from the recommended can result in raised fasteners causing sealing failure, raised application instructions and the following precautions: tabs, leaks or blow -off. (A) Roof Deck: Recommended roof decks are 6" maximum width, Guidelines on fastener size, number and location must be 25/32" minimum thickness wood sheathing, or 3/8" minimum followed. Failure to follow these instructions seriously reduces thickness plywood sheathing. Use plywood decking wind resistance. Owens Corning will not be responsible for any recommended by the American Plywood Association, wind damage that occurs with shingles which have not been Underwriters Laboratories, Inc., or local building codes. applied in accordance with these instructions. These Owens Corning shingles have been tested and rated as (D) Mansard or Steep Slopes: For slopes exceeding 60 degrees or Class A by Underwriters Laboratories when these shingles are _ 21 inches per foot, use six fasteners and four spots of asphalt applied over recommended decks. If other decks are used, the plastic cement per shingle. All six fasteners must be spaced resulting construction may not qualify as Class A. equally and placed in the fastening line. Place four spots of Regardless of deck type used, the roofing installer must: asphalt plastic cement, 1" in diameter, under each shingle 1. Install the deck material in strict compliance with the deck immediately upon installation. manufacturer's instructions. (E) Storage: Store in a covered ventilated area at a maximum 2. Prevent the deck from getting wet before, during and after temperature of 110°F. Stack in a flat fashion (maximum of 16 installation. bundles high). Protect shingles from weather when stored at 3. Insure the attic ventilation meets or exceeds FHA Minimum the job site. Do not store near steam pipes, radiators, etc. Property Standards. (F) Hip & Ridge Shingles: These shingles should be cut from the back (smooth) side. In cool weather, shingles can be formed Note: All roof structures, especially Mansard style construction, must more easily to fit the ridge if they are stored in a warm indoor have complete through ventilation from bottom to top to prevent Y g Y entrapment of moisture -laden air (winter) and hot air (summer). Both area, then taken out immediately before application. conditions may cause premature shingle failure. It is extremely impor- (G) All exposed material must be rated Class A by Underwriters tant to maintain adequate ventilation when reinsulating or reroofing. Structures with bath and kitchen vents, which are vented directly into Laboratories, to maintain a Class A system. the attic space, may require additional ventilation to remove excess moisture vapor. (B) Handling: Use extra care in handling shingles when the temperature is below 40° F. Do not drop bundles. Shingles can roofing be broken easily in cold weather or their edges damaged in hot I old asphalt shingles are to remain in place, nail down or cut away weather. Do not attempt to separate shingles by "breaking" all loose, curled or lifted shingles. Sweep the surface clean of all them over another object such as a ridge. loose debris just prior to applying the new roofing. Ensure proper (C) Fastening: Owens Corning recommends nails as the preferred size and length of fasteners. If roofing over old wood shingles, cut method of attaching shingles to wood decking or other nailable back the old shingles at eaves and rakes and apply wood edging surface. Drive all fasteners until they are flush with the surface strips. Some local building codes may require the use of a No. 30 of the shingle. Special care must be taken in the use of asphalt saturated felt over the old wood shingles prior to reroofing. pneumatic staples or nail guns. Staples are to be driven with a Consult local building code authorities. The surface must be smooth pneumatic stapler with crown parallel to length of shingle so before shingles are installed. Make deck smooth by nailing down all that the entire crown bears tightly against the shingle but does loose and curled shingles, protruding nails, etc. Install beveled wood not cut the shingle surface. Nails are to be driven straight so feathering strips, if necessary. OWENS CORNING OWENS CORNING WORLD HEADQUARTERS ONE OWENS CORNING PARKWAY TOLEDO, OHIO, USA 43659 Pub No. 15•RR.15959 -E Printed in U.S.A., December 2001 Copyright 4 2001 Owens Corning PRODUCT SPECIFICATION - OAKRIDGE® PRO 3OTM AR Section 07311 Fiber glass -based Asphalt Shingles. PART 1— GENERAL Related Sections A. Rough Carpentry Section 06100. B. Roof and Deck Insulation Section 07240 for insulation placed over roof decking. Notes to Specifier: 1. Underlayment and shingles installed directly over roof insulation or similar type decks is not approved. 2. Roof deck must be dry, minimum 25/32" thick, maximum 6" wide boards, or APA rated sheathing (exposure 1): minimum 3/8" plywood, minimum 7/16" oriented strand board or waferboard. Consult your Owens Corning representative for other approved constructions. 3. Ventilation under roof deck must meet FHA Minimum Property Standards. C. Flashing and Sheet Metal: Section 07600. For snow guards, metal flashing and drip edges, including step -type flashing installed with shingles. D. Roof Accessories: Section 07800. Accessories. 1. RAFT -R -MATE® UL® Listed 2. Soffits 3. VentSure® Ventilation Products 4. Hip & Ridge Shingles 5. WeatherLock® Riterinces A. ASTM D 224 - Standard Specification for Smooth - Surfaced Asphalt Roll Roofing. B. ASTM D 226 — Standard Specification for Asphalt- Saturated Organic Felt used in Roofing and Waterproofing. C. ASTM D 3018 — Standard Specification for Class A Shingles Surfaced with Mineral Granules. D. ASTM D 3161 — Standard Test Method for Wind- Resistance of Asphalt Shingles (Fan- Induced Method). E. ASTM D 3462 — Standard Specification for Asphalt Shingles Made from Glass felt and Surfaced with Mineral Granules. F. ASTM D 4586 — Standard Specification for Asphalt Roof Cement, Asbestos —Free. G. ASTM D 4869 — Standard Specification for Asphalt — Saturated Organic Felt Shingle Underlayment Used in roofing. H. ASTM D 6757 - Standard Specification for Inorganic Underlayment for Use with Steep Slope Roofing I. ASTM E 108 — Standard Test Methods for Fire Tests of Roof Coverings. Quality Assurance A. Shingles shall carry Underwriter's Laboratories Labels: 1. UL® 790, Class A Fire Resistance 2. UL® 997, Wind Resistance 3. ASTM D3462 B. Install shingles to meet requirements of published Owens Corning instructions. Submittals A. Manufacturer color sample showing full range of colors available for specified products. B. Product literature and recommended installation procedures. C. Owens Corning Limited Warranty * Delivery, Storage, and Handling A. Deliver materials to site in manufacturer's unopened bundles with labels intact and legible. B. Handle and store materials on site to prevent damage. Store in a covered ventilated area at a maximum temperature of 110 °F. C. Do not stack product more than 2 pallets high. If stacking 2 pallets high, use separator boards to protect the shingles below. D. Roof Top Loading: Lay shingle bundles flat. Do not bend over the ridge. Project Conditions A. Proceed with installing shingles only when weather is appropriate for a quality installation. B. Do not install underlayment or shingles on wet surfaces. Warranty A. Materials: Owens Corning 30 -year Limited Warranty* terms and conditions apply. PART 2 -- PRODUCTS Asphalt Shingles Owens Corning Oakridge® PRO 3OTM AR fiber glass -based asphalt shingles complying with ASTM specifications E 108 Class A or UL 790 Class A, D 3462, D 3161, D228 or UL 997, D 3018 Type 1. State of Florida Approved. Oakridge® PRO 30TH AR Shingle Product Specification Nominal Size: 13 1/4" x 38 3/4" Exposure: 5 5/8 Shingles per Square: 66 Bundles per Square: 3 bundles of 22 shingles Coverage per Square: 99.9 sq. ft. Ventilation Owens Corning VentSure® Products 1. Rigid Roll Ridge Vent with Weather PROtectorTM 2.VentSure Rigid Strip Ridge Vent 3.VentSure Roof vents 4.VentSureTM Gable vents VentSure Undereave vents 5.VentSure Miniature vents 6.VentSure Foundation vents. Waterproofing Underlayment Owens Corning waterproofing underlayment "WeatherLock" self - adhesive waterproofing underlayment, fiber glass reinforced with SBS modified asphalt, UL Listed. 1. WeatherLock® Mat, 2. WeatherLock® G 3. WeatherLock® P Asphalt Felt Underlayment Non - perforated, [Type I, No. 15] [Type II, no. 30], asphalt saturated felt complying with ASTM D 226, ASTM D 4869 or ASTM D 6757. Asphalt Roofing Cement ASTM D 4869 Type I or II Standard Specification for Asphalt Roof Cement, Asbestos -Free. Hip & Ridge Shingles Owens Corning Hip and Ridge shingles of same background color as field of roof. Hip & Ridge Product Specification: High Ridge Hip & Ridge Nominal Size: 12 "x 12" Exposure: 8" Pieces per Carton: 32 Lineal Feet per Carton: 21.3 ft. Fasteners All fasteners must be driven flush with the shingle surface and penetrate at least 3/4" into the wood deck. Where the deck is less than 3/4" thick, the fastener should be long enough to penetrate fully and extend at least 1/8" through the roof deck. Owens Corning recommends the use of nails as the preferred method of attaching shingles to wood decking or other nailable substrates. If staples are used they must be, corrosion resistant, zinc - coated, 16 -gauge minimum with minimum 15/16" crown width. Staples must be long enough to penetrate at least 3/4" into solid decking, or extend a minimum of 1/8" through the APA -rated sheathing. PART 3 — EXECUTION Examination Prior to starting work, examine all roof decks on which work is to be applied for defects in materials and workmanship which may be detrimental to the proper installation or long -term performance of the shingles. Installation Installation shall be in accordance with the Guide to Installing Asphalt Roofing Shingles published by Owens Corning and your local building codes. Product styles and colors change over time, for current selection of products and colors in your area, please contact your Owens Corning representative. Owens Corning strives to accurately reproduce the images of shingles in this literature. However, due to manufacturing variances, the limitation of graphic reproduction and the variation in natural exterior lighting, actual shingle colors, and granule blends may vary from the images you see reproduced in this literature. For this reason, it is important to see an actual roofing sample or actual products installed on a home before making final color selection. Available in the following plant service areas: Atlanta, Jacksonville, Jessup South * See actual warranty for complete details. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address dC,\ t -k 2w LA qI 0 ct S Date 2)�1� Heated Square Footage Vi c per sq ft = $ Garage / Shed (5 @ $ per sq ft = $ ofp- Carport / Porch 0 ' @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ ts $ 5 5 Total Valuation 1 $ t ©e) -- G{ ;b $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ,4c) ZONING: y + % Filing Fee $ _ FLOOD ZONE: () Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ ( 0 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METERJTAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ C ( ) RADON .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 60, 00 l' F tl u ti 5 p i:a '1,''''''''''','''';', y5 1 ' , 1,tx. . ' p3 yy y} 7 �4 a F / fit. - ' ',:'::::',"';'. 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RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning TO BE UPDATED Application valuation . . . 250 Owner Contractor JULIAN, MARY OWNER 2118 S FAIRWAY VILLAS LN ATLANTIC BEACH FL 32233 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 35.00 Plan Check Fee . . 17.50 Issue Date . . . Valuation . . . . 250 Fee summary Charged Paid Credited Due Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total 17.50 17.50 .00 .00 Grand Total 52.50 52.50 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Q? ,,,, k- BUILDING OFFICIAL 0,` CITY OF ATLANTIC BEACH Cc: Ford ° BUILDING / ZONING DEPARTMENT 1-- H ig i s Th �� , ., � 800 Seminole Road S. oerr ���� - Atlantic Beach, Florida 32233 (904) 247 -5800 —Olt 9 (904) 247 -5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # CS - 7 - 9 1 as Property Address: Zl ( e . A- Pt l R( l.>AI U l L-L S i. Applicant: 1 IN K) C. k/ P . Lt C, iSV l Project: . (-- L' _> t 1..9050 This permit application has been: 42K Approved El Reviewed and the following items need attention: Please re- submit your application when these items have been completed. Reviewed By: LIT Date: 1 1 ( 0 ) Date Contractor Notified: 44 CITY OFATLANTIC BEACH s ERs - 90 Date: r r �� Pa 1=s- Phone , ��" , =s� `''°� ( c F 1 zoning \\ Zon g Paar �' • LOtNum eT. umber: P 1o , f..`( ' u mber: _� — p t/ r M ate License 4 0 `k - -3 �'� `74°. �...1 t . ..„,,e_ phone: \. O ddtess S '3. � fie : �y 1� c • Fax. �,, V=....._ Kr r^k N 66165.. �eS * U� ` State: �_ — Z P ti— e e I , G °t'av nd work to be done: Cif 0 \ W LA ltin ov r is ,. ,posed use a Qo u..) --)-0 �� ■ ` Sign � �\ v;) w� ' `� I her �,a it With this land or building(s): c---_, r t If yes, Please submit or sent use of la ; C� ` aired? osed construct rivate e ntity req �,... -- Valuation of PrOP Association or other p Is approval of Homeowner's A a pplication . (ft) (ft) Building Length �— Data: (' Required Banding Widt Width (ft) Building (ft) window Mean Roof Wight ,____(ft) Height Wind N (ft) Roof Slope_-- - M< from Grade (ft) Tel Window Elevation to Window Measurement from corner of banding AS] umber of windows being installed �— Swot N Root Mean State c - 1 H ' oi . AS TO C worn ____�► Sworn to an Florida 32233-5445 247 -5 • ht rida 3 2 3 -.54la illa State of Flo r Atlantic Beach, 800 Seminole Road (904) 800 24' I.�� "''y� Phone: ( J s ,os =Tv A r" • NTIC BEACH p 9 8 CITY OF ATLANTIC BEACH ' f '' BUILDING PERMIT APPLICATION x; 6 (Alterations & Additions) ' . 0.a ,a> Date: Job Address: _ Q i L Ark Owner of Property: (•/; 'Z 040 / lihv } F ,,._ *pp/ 9 `�,, Address: 90 k ` �, I),C / g f / Telephone: 8)o2a_T 6J Legal Descri •tion: Block Number: Lot Number: Zoning District: Contractor: vv,e's S t State License Number: C'C 3‘, 7 32 Contractor Address: S kle « s 5 j --- h <, r)-r "' 1' ` I., � - ' 6,4 Telephone: C ( -t 3 33 - S_2 `- S Fax: Descri � proposed use and work to be .lone: ( � U 1 %� ` �" � C( (.( 1 w � C.- ( ` 1 N e lk ) \,,-) I •∎ CIA. - 0 1 174/4`"' (( a ✓/C4 H 4 Present use of land or building(s): Valuation of proposed construction: 1 What are the dimensions of the added space: feet x feet Will the added area be heated and cooled? New electrical or increase in service? -- Add plumbing fixtures? Add fireplace? - — Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of 5% or more to the original impervious area or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904 - 247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 8/04 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre- construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this applicatio' is correct. Signature of owner: di 4 46,„„.... ..e _ AL,: Date: ] 2-cJ 2,/...._0 0, I hereby certify that I have read and examined this appli ation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the goveming of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being truorrect and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: l }L+ 4 ' Date: -°- J 3 Address and contact • o rm ion of person to receive all correspondence regarding this application (please print). Name: , )0 • 74 ncl' 's Mailing Address: ,7�� �! l 4 k ,ks S� - i. r e -,., e � l` ( -- 3: .7 C Telephone: 0 - 333 -5"j ` !2 Fax: E -Mail: AS TO OWNER: .,�,,� Sworn to and subscribed before me this /2 -79-7 day of F --�[/� A , 20 ac: !J4 /r e/ i CIGn i pc hD h Dh6s � y State of l f No 's Si a�� 0` �. I. Pz • -• - my GO e miss! -e)� p/ , /' t!-- r 07 ❑ Personally known J [�� /, / la Type Produced of identification fiicationn produced i lu.� // dr L/ 3141 - Type ientication AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 . State of Florida, County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 3 Revised 8/04 Architectural Testing AAMA/NWWDA 1011[.S.2 -97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 650 West Market Street Gratz, Pennsylvania 17030 -0370 Report No; 01- 41979.01 Test Date: 06/19/02 And 06/21/02 And: 07/24/02 Report Date: 08/26/02 Expiration Date: 07/24/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to perform tests on three Series/Model 740/74= Oriole, aluminum single hung windows with nail -fin at their facility in Elizabethville, Pennsy.vania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: H -R35 47 x 89; Test Specimen #2: H -R30* 39 x 90; Test Specimen #:3: H -R35* 39 x 90. General Note: An asterisk (*) next to the performance grade indicates that the size tested for optional performance was smaller than the Gateway test size for the product type and class. Test Specification: The test specimen was evaluated in accordance with A.AMA/NWWI)A 101/LS.2 -97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass • Doors. Test Specimen Description: Series/Model: 740/744 Oriole Type: Aluminum Single Hung Window with Nail -Fin Test Specimen #1: Gateway Performance Specimen H -R35 47 x 89 Overall Size: 3' 11 -1/4" wide by 7' 5 -1/4'' high Interior Sash Size: 3' 10" wide by 2' 11 -3/4" high Fixed Daylight Opening Size: 3' 8 5/16" wide by 4' 3" high Screen Size: 3' 9 -1/8" wide by 2' 11 -1/2" high Glazing Type: 3/16" annealed 130 Derry Court York, PA 17402 -9405 phone: 717.764.7700 fax: 717.764.4129 www.archtest.com ��ILi 8 ®VANS EYAMINEtc REVIEWED FOR CODE COMPLIANCE KEEP THIS PLAN ON JOB MAY 21 2003 Building Zoning to e ion Div -1ex., FL. Examiner 1 a License No. AAMA/NWWDA 101/LS.2 -97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 740/744 Oriole TYPE: Aluminum Single Hung Window with Nail -Fin Summary of Results Title Test S ecime.n #1 ' Test Specimen #2 Test Specimen #3 AAMA Rating H - R35 47 x 89 H -R30* 39 x 90 H -R35* 39 x 90 Operating Force 25 lb max. N/A N/A Air infiltration _ 0.12 cfin/& N/A N/A Water Resistance Test Pressure — 5.30 psf _ N/A N/A Uniform Load Deflection Test Pressure 5 •s +33.3 psf +. .3 2 • sf -••.7 .sf -47 psf Uniform Structural Load Test Pressure 53.0 psf � psf t ` 3.0 psf 70.8 . s + -52.1 psf 0.8 psf De 1azi Pas N1A Forced En Resistance de 10 N/A Reference should be made to ATI Report No 01.41979.01 for complete test specimen description and data. 'a 150a6BCLPS f ld SNowia 1 1�N1� Q��i�>!t• J , i i a t _ .. iv �0 I� I100'Iitia r Gr c:;S ^. j`.-" �' la j! 1 .f ARV t.. .4B'r 4-.... �L. r_ .ss•r - - .sQT . • II 1----e.--J F 8 0 i- 1 i t . L .4. m 1 , 1 • . mI ° - aR RE 114 § ''''. ... 3SP = 2 c V — •ic . 4 c i'l cb ''-' ,,, . 05 r. Z - 0 - . i 1 ., • 11 :Lk 0 • 6666 , _ -- j f—.SCO c3�3r PI 1 ' 4116. S 44 11h . 6. _ o - .1 OEM, li nig......2 • ... IL I 1 p 0 — 0.-- APTId— {= .. ,•••• svrL sa•r � . 3VdII W III SC " i _ r.•71t. •"* 1.....q .. "Ill,-- .t .,Geti-f 611." ( I 1 1 1 l• � -'8.1.1D.44. -1 1 1-rsirrl- _rlIFT71-- I 1 1 1 1 1 1 • :411:)7t.15:.:4;!: di. .y .S9YL .SB• _ •�#:3'...i.!:1 1. .51. .., r _ p • . . _ sxr .oc•L . \,,,, .. . 1 gyp Lso9'69L'tN9lid s E 1Ae Now -ry sto $ _ , . NZ9L9 'U0 NIf 1OOlIHO kourossv Ito lwd ' (R ` ti t IMINIMMININ HIMON LB AVMHJIH SZLI u� ��� B * OM WEINral iftIo0 13113 MO V �' �` •�` Q _ _ 0 11P1 1 i .. _ ®3 1 �� 8 fro c3 p a • ,,,.- - k " _ tl Ea 0 1 11- 1 li 0 D_ ID Q o 4 O o `du .s.s •cW..S7.0 . r MOON maw ' _ .,,I; - t1 E• Z •P•:. i {{. kJ. '.� _ 1 1 1MJOH 7Mi3N'. 'XW aria ..O-.9 t� i • I I .U4 3 4 wawa -Ayr .CTtf I r .o.: = La, F 1 T ' El 11 3 1) _....,_ .. I * ° pi I LI.? I I t ., Ell tf 4 h. li x 4: A , v - I - i n 0 4 D ti ' N y + t 1 El U 0 11 (I 13 D 1 11 I ., w x ......., L, ito_ I) I 0 I :. : . I:, 1...... = E3 ill :1 d p ° W • m RI ;!gliL k 'y o 1°Iscww: coit o~� - g I -W t, � tit hZ! 11 Ell 11 4 V, 1 z i 1 33 ._ _ ,1 , �i s .1 1 I . el ; 1 0 12 irki lad i 1 ST • ibi NE I. X 44 kl _ - 1 11 ' it :!.! i i \- t, • AN 01- 41979.01 Page 6 of 6 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #3: H -R35* 39 x 90 Optional Performance Uniform Load Deflection (ASTM E 330 -97) (Measurements reported were taken on the meeting rail) (Loads were held for 42 seconds) @ 35.3 psf (positive) 0.38 "* 0.21" max. ® 47.2 psf (negative) 0.27 "* 0.21" max. *Exceeds U175 for deflection, but meets all ,other test requirements. Uniform Load Structural (ASTM E 330 -97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 53.0 psf (positive) 0.01" 0.15" max. @ 70.8 psf (negative) <0.01" 0.15" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report do'::s not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced except in full without approval of Architectural Testing. For ARCHITECTURAL TESTING, INC 1. • �_ _ Mark A. Hess Allen N. Reeves, P.E. Technician Director - Engineering Services MAEi:baw .Z G D a7•d 2 01- 41979.01 �`�`t� 14.- it ,,, ...... i t* : c;o. l�s� •. •;" c * .= v • STATE C' • t� 0141979.01 Page 5 of 6 Test Results: Parastraph Title of Test - Test Method Results Allowed Test Specimen #1. (Continued) Optional Performance 4.3 Water Resistance (ASTM 13 547 - 00) (with and without screen) WTP = 5.3 psf No leakage No leakage Uniform Load Deflection (ASTM E 330 -97) (Measurements re ported were taken on the meeting rail) (Loads were held for 33 seconds) 35.3 psf (positive) 0.81 "* 0.26" max 47.2 psf (negative) 0.91"* 0.26" max *Exceeds L/l75 for deflection, but meets all other requirements. Uniform Load Structural (A.STM E 330 -97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) 53.0 psf (positive) 0.11" 0.18" max. 70.8 psf (negative) 0.14" 0.18" max Test Specimen #2: H -R30* 39 x 90 Optional Performance Uniform Load Deflection (ASTM E 330 -97) (Measurements reported wet taken on. the meeting rail) (Loads were held for 42 seco ads) (a) 33.3 psf (positive) 0.31 "* 0.21" max. @ 34.7 psf (negative) 0.27 "* 0.21" max. *Exceeds .U175 for deflection, but meets all ether requirements. Uniform Load Structural (AS TM E 330 - 97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) © 50.0 psf (positive) 0.02" 0.15" max. ® 52.1 psf (negative) <0.01" 0.15" max. 0141979.01 Page 4 of 6 Test Results: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: (Continued) Water Resistance (ASTM Fi 547 -00) (with and without screen) WTP = 2.86 psf No leakage No leakage 2.1.4.1 Uniform Load Deflection (ASTM E 330 -97) (Measurements reported were taken on the meeting rail) (Loads were held for 33 seconds) @ 33.1 psf (positive) 0.77 "* 0.26" max. @ 42.9 psf (negative) 0.89 "* 0.26" max. *Exceeds 1.1175 for deflection, but meets all other requirements. 2.1.4.2 Uniform Load Structural (ASTM E 330 -97) (Measurements reported were taken on the meeting rail) (Loads were held for 10 seconds) @ 49.7 psf (positive) 0.08" 0.18" max. aQ 64.3 psf (negative) 0.12" 0.18" max. 2.2.1.6.2 Deglazing Test (ASTM E 987) In operating direction at 70 Ex Interior sash meeting rail 0,12'/25% 0.50 " /100% Interior sash bottom rail 0.12 " /25% 0.50 " /100% In remaining direction at 50 I.bs Interior sash rightstile 0.06 112% 0.50" /100% Interior sash Left stile 0.06 " /12% 0.50 "/100% Forced Entry Resistance (ASTM F 588 -97) Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry 01- 41979.01 Page 3 of 6 Test Specimen Description: (Continued) Frame Construction: The frame was constructed of extruded aluminum. The comers were coped, butted, scaled, and secured utilizing two 5/8" screws through the jambs into the sill and head screw bosses. Sash Construction: The sash members were constructed of extruded aluminum. The corners were coped, butted, sealed, and secured utilizing one 5/8" screw through the jambs into the rails screw boss. Screen Construction: The screen frame was constructed from roll - formed aluminum members with keyed comers. The fiberglass mesh was secured with a flexible spline. Hardware: Description a t i Location Metal cam lock 2 10" from ends on interior sash meeting rail Balance assembly 2 One per jamb Plastic tilt latch 2 Ends of meeting rail on interior sash Metal tilt pin 2 Ends of bottom rail on interior sash Drainage: Sloped sill aforcement: el t, Installation: The unit was installed in a 2 x 8 #2 Spruce- Pine -Fir wood buck. The unit secured utilizing 1 -5/8" drywall screws placed 3" from corners and 10" on center around flail fin perimeter. The exterior was sealed utilizing polyurethane, Test Results: are tabulated as follows: BUTRE,4AIMf3 IEW PLANS exAm� { Paragraph Title of Test - Test .q = OM ED y CE KEEP THIS PI.' `• • ; Ai • w • Test Specimen #1: Gateway Performance Specimen H- rb3 47 x 89 2.2.1.6.1 Operating Force MAY 21 g I�� 5 lbs 30 lbs max 2.1.2 Air Infiltration (ASTM 1 s pin I ct on viv lily-lax., FL. © 1.57 psi (25 mph) 1 0.3 cfm/tt max. Examiner Signature Note Al: The tested specimen me 'ire ° ierybrmmtereleve c fied in AAMA/NWWDA 101/I.S. 2 -97 for air infiltration. 0141979.01 Page 2 of 6 Test Specimen Description: (Continued) Test Specimen #2: H -R30* 39 x 90 Overall Size: 3' 3 -1/4" wide by 7' 5 -112 "high Interior Sash Size: 3' 1 - 7/8" wide by 2' 11 11/16" high Fixed Daylight Opening Size: 3' 1 -1/4" wide by 4' 2 -1/2" high Screen Size: 3' 1 -1/8" wide by 2' 11 -1/:" high Glazing Type: Fixed daylight opening 3/16" annealed, Interior sash 1/8" annealed Test Specimen #3: H -R35* 39 x 90 Overall Size: 3' 3 -1/4" wide by 7' 5 -1/2" high Interior Size: 3' . -7/8" wide by 2' 11- 11/16" high Fixed Daylight Opening Size: 3' 1 -1/4" wide by 4' 2 -1/2" high Screen Size: 3' 1 -1/8" wide by 2' 11 -1/2" high Glazing Type: Fixed daylight opeg tempered, Interior sash 3/16" annealed The following descriptions apply to all specimens. Finish: Unit was silver in color. Glazing Details: The active and fixed sash were single glazed. Both sash were channel glazed using a flexible wrap- around glazing gEsket. Weatherstripping: Description Qua Location 0.170" high by 0.187" backed 1 Row Fixed sash stiles and top rail polypile with center fin 0.330" high by 0.187" backed 1 Row Fixed sash interlock polypile with center fin 0.090" high by 0.187" backed 1 Row Interior sash stiles polypile 0.270" high by 0.187" backed I Row Interior sash stiles polypile with center fin 5/16" vinyl, hollow bulb seal 1 Row Interior sash bottom rail CITY OF ATLANTIC BEACH $yam` J./4 800 SEMINOLE ROAD �' ATLANTIC BEACH, FLORIDA 32233 -5445 A TELEPHONE: (904) 247 -5800 rt , FAX: (904) 247 -5805 c-+ > SUNCOM: 852-5800 `` , http: / /ci.atlantic- beach.fl.us Roo March 23, 2004 Ms. Margaret A Julian 84 -740 Kili Dr # 1421 Waianae, HI 96792 Subject: Atlantic Beach City Code, Chapter 6, Buildings and Building Regulations. Dear Ms. Julian, Duval County tax records identify you as the owner of the following property in the City of Atlantic Beach, Florida: Re: 2118 Fairways Villas Lane S 31 17 St A/k/a: 39 -22 8- 2S -29E Fairway Villas Lot 13 RE# 169398- 1026 -6 The purpose of this is Correspondence is to serve as an Official Notification of Violation. You have been identified as being in violation of the Florida Building Code, Sections 104.1 and 105.6, and under Atlantic Beach City Code: Chapter 6, Sec 6 -16 Adoption of Florida Building Code. 1. Enclosing a patio without a permit. 2. Failing to provide design plans and specifications. 3. Failing to have the required inspections. On or about June 16, 2003, Mr. Larry Higgins, Building Inspector for the City of Atlantic Beach identified that the aforementioned work had been accomplished without proper permits or inspections. He also informed your daughter that plans and specifications would have to be submitted for the patio enclosure in order to approve, permit and certify that the patio was properly enclosed per the current buildings standards of the Florida Building Code. To date, this has not been accomplished. I am granting you 120 days from receipt of this letter to submit the required plans and specifications to the Atlantic Beach Building Department for review or to procure a demolition permit and remove the non - permitted enclosure. Failure to comply will result in Code Enforcement Action. Furthermore I would remind you of your responsibilities as a homeowner to abide by the regulations of the city, county and state, and that further violations or non - compliance can result in measures that may require the disconnection of utilities, condemnation of your property and can include fines of up to $500.00 per day, per violation from the Code Enforcement Board. Should you have any questions or concerns involving this matter, you can contact Code Enforcement at (904) 247 -5855, Building & Permits at (904) 247 -5826, and Zoning at (904) 247 -5817 ALEXANDER . SHERRER Code Enforcement Officer cc: Public Safety Director • Building Dept COPY ' $ 14-1‘1 ‘1l' CIT 800 SEMINOL BEACH ROAD ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE: (904) 247 -5800 FAX: (904) 247 -5805 ,`�, SUNCOM: 852 -5800 ' 1-41 http: / /ci.atlantic- beach.fl.us February 17, 2004 Ms. Margaret A Julian 2118 Fairway Villas Lane S Atlantic Beach, FL 32233 -5809 Subject: Atlantic Beach City Code, Chapter 6, Buildings and Building Regulations. Dear Ms. Julian, Duval County tax records identify you as the owner of the following property in the City of Atlantic Beach, Florida: Re: 2118 Fairways Villas Lane S 31 17 St A/k/a: 39 -22 8- 2S -29E Fairway Villas Lot 13 RE# 169398 - 1026 -6 The purpose of this is Correspondence is to serve as an Official Notification of Violation. You have been identified as being in violation of the Florida Building Code, Sections 104.1 and 105.6, and under Atlantic Beach City Code: Chapter 6, Sec 6 -16 Adoption of Florida Building Code. 1. Enclosing a patio without a permit. 2. Failing to provide design plans and specifications. 3. Failing to have the required inspections. On or about June 16, 2003, Mr. Larry Higgins, Building Inspector for the City of Atlantic Beach identified that the aforementioned work had been accomplished without proper permits or inspections. He also informed you that plans and specifications would have to be submitted for the patio enclosure in order to approve, permit and certify that the patio was properly enclosed per the current buildings standards of the Florida Building Code. To date, this has not been accomplished. I am granting you 30 days from receipt of this letter to submit the required plans and specifications to the Atlantic Beach Building Department for review or to procure a demolition permit and remove the non - permitted enclosure. Failure to comply will result in Code Enforcement Action. Furthermore I would remind you of your responsibilities as a homeowner to abide by the regulations of the city, county and state, and that further violations or non - compliance can result in measures that may require the disconnection of utilities, condemnation of your property and can include fines of up to $500.00 per day, per violation from the Code Enforcement Board. Should you have any questions or concerns involving this matter, you can contact Code Enforcement at (904) 247 -5855, Building & Permits at (904) 247 -5826, and Zoning at (904) 247 -5817 AL XANDER J. HERRER Code Enforcement Officer cc: Public Safety Director Building Dept COPY ! 1i\J jt CITY OF ATLANTIC BEACH BUILDING AND PLANNING `•; 800 SEMINOLE ROAD m ;z � ATLANTIC BEACH, FLORIDA 32233 -5445 TELEPHONE: (904) 247 -5800 411, ZV FAX: (904) 247 -5845 http://ci.atlantic-beach.fl.us � JFiI� June 23, 2004 Margaret Julian 2118 Fairway Villas Lane S. Atlantic Beach, Florida 32233 Dear Ms. Julian, Thank you for coming in to meet with us on Wednesday to review the proposed plans for the addition at 2118 Fairway Villas Lane S. You have requested a time certain to have your plans completed and the project permitted. By this letter, you are noticed of a 120 day time limit to have the project permitted. Sincerely, C < Don C. Ford, CBO Building Official Mr. Don Ford, City of Atlantic Beach, FL Re: 2118 Fairway Villas LN S. Atlantic Beach, FL 32233 Dear Mr. Ford, I am requesting an extension of time in order to comply with the building codes for the work that has been done to my home. I regret that this is a hardship on me as I am temporarily working in Hawaii and was not able to oversee the work as it was being done as well as when the problems were discovered. I am planning to correct the problems due to the correct procedures not being taken originally. I plan to take immediate action to rectify the problems and hope that you will give me the additional time that is needed to do them. If you need to reach me, please call me: (904) 629 -0355. If unable to reach me please call Joe Steineck (904) 388 -2750. He will be able to act on my behalf if the needed. Thank You, Margaret Julian JUN 3 MO Duval County Property Appraiser - Parcel Summary Page 1 of Parcel Summary - Current Ownership and Sale Information - Updated Weekly 'RE No.: 11169398 1026 1 1 'Owner's Name: 11JULIAN , MARGARET A 'Property Address:112118 FAIRWAY VILLAS LA S1'Unit No. 1 'ATLANTIC BEACH 1132233 1 'Mailing Address: 112118 FAIRWAY VILLAS LA S 1 'ATLANTIC BEACH , FL 1132233 -4408 1 Property Use: 110100 SINGLE FAMILY 1 Legal description: 1139 -22 8- 2S -29E FAIRWAY VILLAS LOT 13 Neighborhood: 11003821 FAIRWAY VILLAS ilSec -Twn- Range: 1108 -2S -29E OR BK & Page: 1109312 -1286 1'Map Panel: 11555D4 Sale Date: 115128/1999 11No. Buildings: 111 Sale Price: 1'$69,000.00 11Heated Area: 111562 'Exterior Wall: 'BOARD & BATTEN Parcel Summary- Values & Taxes from the 2002 Certified Tax Roll Land Value: $10,688.00 Class Value: 1$0.00 Improvements: 11$60,212.00 i Taxing Authority:IUSD3 Market Value: 11$70,900.00 County Tax: l$297.66 Assessed Value: $68,301.00 School Tax: $361.95 Exempt Value: $25,000.00 District Tax: 1$137.36 Taxable Value: 1$43,301.00 Other Tax: $21.68 Sr. Exempt: $0.00 Voted Tax: i$25.12 Sr. Taxable: 1$0.00 Total Tax: 11$843.77 This page displays values from the 2002 Certified Tax Roll with weekly updates of ownership & sales. Map -It maps & data are not updated as frequently as the Tax Roll data and may not reflect matching information. Please direct inquiries regarding the maps & data to Map -It Feedback (below). ... Map-It Feedback rim == :c Home PRC New Map-IT Taxes Payment Feedback Appraisal Feedback http://pawww.coj.net/pub/property/RENO.asp?RENUM=169398+1026 6/12/2003 - 4 / \ V / \ V / \ V If \ / \ V / t. Z ,: 0 4i CIIErtifiratt of (Prru4fxtrg ( -, CITY O F , . ridastk Bea* R04440 f rpartmrttt of Building Jnsprrtinn This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard re w Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. 4."''' j, Use Classification It retail 7 Bldg. Permit No. - 44 b 2 ,1� SlrtglC ly J� rl" \ Group T ype Construction Fire District Prime Atlantic beach o Owner of Building Address -- - - - aCOKeS C. llir1S ,t Building Address -° ' • Locality ---- _ -__ -- — Lane S outh August p1, 19SS J elfirliGOWS Date: { t `' POST IN A CONSPICUOUS /LACS' 4 44 I \ .tr t \ f I \ f I ■ / I \ of /t\ / t - -- _ __ \ _ ___-� - -- „ 1 \ 1 . .p DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO.E.53- PERMIT TO BUILD 740.1)a L THIS PERMIT MUST BE POSTED ON JOB 38.LtuCK Date APIII25 19 L-5 31 j9 •ClOCAC 3125 1 A 7013/5 valuation $—.YES--"—_,Fee $XAMS3-1-1-11 00 100 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. OCEANSTATE BEATING & AIR tt :: -v stis This is to certify that , has permission to . , Classificationdential Zone------------ Owned by Lot ___...----- -----Block--_-___S/D____----- 2118 Fairway Villas Lane Sotth House No According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS t AND FOOTINGS MUST BE IN- ; SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4-----P 4----IP 0 Building material, rubbish and debris Fi from this work must not be placed in public space, and must be cleared t . ' nd, hauled away by either con- . t. •r owner. i i . Building Official. FOR OFFICE IIIM DATE — Or USE ONLY CONTRACTOR ____ PLUMBING ELECTRICAL 11111........ jillIllimmm SEWER 1111111111111110111.1.11111 WATER 1111111111111111111111 BUILDING AND ZO NING INSPE TI N DIVISION (-..' CITY OF ATLANTIC IDA 3U$ BEACH Q ATLAN7�c BEACH. FLOR D T CALL -IN APPLICATION FOR I<+'I HAN A FERMI 1 psi IMPORTA -- Applicant t complete all items itt sh ns 1, 11, III, and IV. i . I.00AT�ON st address , e l ee / [fcl.� _ _ ° Vt LLIt j "111). > , °F Intersecting S B `� And o;,� r W e, tUILDING Sub- divisies► �.t �'7r r t t�t 5 11, IC ENTIFIC ATIO N -=w- To die compl by all appl In consideration of permt giv.n for do the wor a i scr ibed ii above stat ement we . hereby agree Jac to pe said work in acco rdance w the ettech9d fistepeens end specifieetions which ere a pi he e n d i n ac c o rdance w ith the ty ifaf ksonville nances en sta d nda rds of good;prectice d therein. Noss of Mecbenlca Contractors Contrlietor I Prin#j ` v `141 a Nester — ordi t twee of , .petty owner b * Li _ l IV Si Sigsah►n of Owner Sign. of Cr Aa► lwritssk Ag.nt __ _ r ArchIteet o gi+weer ' • N1, $ 1 E R AL IN • , ; F x 5, A, Type °f heating , B. is OT/1t�1 CdN i #ON BEING DONE 011 THts 6titL�#tf#a f It 4 Q bra - O LP 0 Het mrt Q control t IF Y1ES, GIVE t UMi R OF CONSTRUCTION f _ O 011 pent,i1T (tf p OA et — sp.eif 1V. 1 G tO a t AU1D NATURE Oil w°11111(-‘'' ❑ commercial (lrsvids obmplsts l o f'ax snt ar Wck of Nis form avo S u l l& or Hut O Spate 0 Rbc.n.d , Csntrol 0 Rio, New 1ill tfst it leli , Air fendrlioning: O Roan Contal K ❑ EXI8IInQ =BuM Deed i : '1,1 ' 1 .. 'e 1 - ❑ i esfct f ats existing System eete t Hg11 h C ) a.f.�e. New In o r et n ` (P40 system previously inatar ExtensI t o r s to exis ting system © ❑ Qther — tfy O twit: +w Q Firs 1114„,,t; Nun�bsc of hesds �_, { Q Dswter L0 I dsafif t O Escskstor ("e'elwu'j FOR OFi fCE use ONLY p Gash. pv (110 s►! (Rs e1 sd# 0 erllr �...,. 1�wnbeel Re�eMu , . . 0 1�FO #,,sm Usfir d f�swn wMSt Fsenik As by r ON► �...�... Q 16a." ti Othe — f'srrni e.. y , RT ALA. PMEN ASR CO NDITIONING Al i ' R RIGE RATION EQU IPMENT NIIIIIIIIIIME U y Mode�t'IibslP . n vr� x � t�: J.< . ti sa�R��+`�b':i'.''... r� ' . ��� ta 40. 5 • DU TL r ' 1- • 2607 DEPARTMENT OF BUILDING PER4A7No. 6 .544C CITY OF ATLANTIC BEACH, FLORIDA d6137 A 1 , PERMIT TO BUILD 1 t000 ■ THIS PERMIT MUST BE POSTED ON JOB ■ April. 25 , E Date_________________ 1 9 1 ; Valuation I This permit not valid until above fee has been paid to City Treasurer, and is \ subject to revocation for violation of applicable provisions of law. 1 This is to certify that B66_---.-----'131-114BING CMFANY ---------- _____. _---------- has permission toAKtild._ ----------_. \ ---------- t Classification----------Zone .------------ Owned by ._.--------- t Lot _____.-----------Block _ _S/D___-------- House No. E—ALL CONCRETE FORMS Accotaing to approved plans which are part of this permit Nt FOOTINGS MUST BE IN- ! SI't t t ED BEFORE POURING. t'l i2.MIT VOID SIX MONTHS AFTER DATE OF ISSUE 31 4----■ 4'P 0 R,tt material, rubbish and debris ,' ft ( Et. this work must not be placed is t)lic space, and must be cleared .. .4.nd auled away by either con- ffi wner. \ . a-Lx-iLd'iz'l \ Budding Ocial. CONTRACTOR FOR OFFICE 10111 DATE if' USE ONLY -------------------------""' ■---_----------- PLUMBING MI111 -------------. ELECTRICAL INIIIIIIIIIIIIIIII SEWER 111111111111.11111 ...----------------- _----------------- 1 WATER 111111111 111111111111 1 ,.IIte. I ni 1 1'41 ■ I 't i 4t; tt' , Ilili 'L '.' ..� OF ATLANTIC BEACH CITY OF FOR PLUMBING PERMIT OWNER'S NAME 14 4.....„41611p.! - LOCATION c;;2/I ate- ! � / 44i11 • MASTER PLUMBER 1, , /1 /�/� STATE /COUNTY OCCUPATIONAL LICENSE NO. e c J i0. &1/2- Oc9 CERTIFICATE .NO. (2, f 2 1r);1,-../ CONTRACTOR TYPE OF BUILDING _.,,,a4.44? / SINKS SHOWERS LAVATORY / WATER HEATERS BATH TUBS / DISHWASHERS URINALS / DISPOSALS c CLOSETS / WASHING MACHINE FLOOR DRAINS / OTHER /!c c iys-.2' TOTAL FIXTURE COUNT INSTALLATION OF' PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH.THE MOST RECENT 'r EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH. F � UJA PERMIT NO. PERMIT TO BUILD 197•25 T THIS PERMIT MUST BE PASTED ON JOB 197•25NT 9942 I A 4/26/8. Date April 19 85 •(JC1CkC', 99(42 1 A 13/26/8. Valuation $ 51 269 _ Q5 Fee 147.25 I 1 10U This permit not valid until above fee has been paid Treasurer, and is subject to revocation for violation of applicabi■ ions of law. SMITS This is to certify that - ' ' 9000 Cypre Teen Drive .lax, 32216 has permission to build_ ing.le F n , d ans Classification Resi�lt k Zone PhD Owned by Stokes -Col Lot 13 _Block S/D House No. 2118 Fiirw, . Lllas Lane S'oWth According to approved plans which are }}: , ! this permit NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE � — ♦ 4 — ♦ O Building material, rubbish and debris -4 from this work must not be placed in public space, and must be cleared d hauled away by either c n- • .caner. Building Official. FOR OFFICE PERMIT OATt USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER Ob. 4011k ADDRESS MECHANICAL PERMIT, ' ____ PLUMBING PERMIT # BUILDING PERN1I'\JORKSHEET ELECTRIC PERMIT # _ TEMPORARY ELECT. f —_ Heated Square Footage A1677 @ $ ( (5-0 per sq ft = $ � `� a ,//50 Garage /Shed .333 @ $ / / I DO per sq f t = $ �Q Carport @ $ per sq ft = $ - -___ Porches 9 @ $ Z per sq ft = $ ' c , `1( Deck @ $ per sq ft = $ Patio id @ $ 97D per sq ft = $ ��� d d TOTAL VALUATION $ /� .4 '7', '(,r-' 7 4726- $ /c7 Total Valuation Data 1 $ e"d &' _ -_ o� I A ,cr 1Z- s 6 6 6 v Remainder Valuation @ $ , X per thousand or portion thereof TOTAL BUILDING FEE $ / / d + 2 FILING FEE $ _- FIREPLACE @15.00 $ TOTAL BUILDING PERMIT $ PLUMBING PERMIT FEE$ I PERMIT FEE$ ELECT. TEMPORARY $ F?LECTRICAL PERMIT $ WATER METER SIZE $ ACCOUNT NUMBER SEWER IMPACT FEE $ WATER CONNECTION $ (010.00 per fixture unit) w 4. APPROVED BY: TOTAL BUILDING /PLAN FILING 0 $ ■ A TOTAL WATER METER CHARGE i $ <,_ �d y r -� TOTAL >� WER IMPACT FEES $ �� �j'� 6— TOTAL 1•'ATER CONNECTION C i ' N E $ Tc MIS(1 1 LANEOUS CHARGES $ / 9.4 GRAND TOTAL DUE: $ / D . CITY OF ATLANTIC BEACH FLORIDA APPLICATION FOR BUILDING PERMIT DATE 4 I 2 19 Owner . ll'7 -- Qmt1,1, Address ` cx-x) -- Telephone -31 R c- ICI) Architect y _ Address {-A -�- 1- � } � Telephone a,p - ��j Contracto ,,7 E' _ A t 1 lI3 Addre s s ct .� G \ - �;j - .- - -t�PD� l elephoneT -\• k f '1 License N u m b e r Cv ('-l'', Expiration Date (o - - -,Th • LOT # ` 3 BLOCK # Subdivision -P:ilL. _ _ gu - _ ; t, Zone Street f a i ¶ Vki ,Q, Between & + Side Valuation $ , (2) Purpose of Building 'c _ Zrit , Ql Const. Dimensions -Bldg - Y Dimensions -Lot , "Size Foot.IL) Y c OZ SZ.Piers SZ.S'lls Greatest Sill span ft. Heating t &i(D C +x'(cLQ Solid or Filled Ground a CQ ooftA,l1 _ SZ.Ceiling Joists )( 4- Distance on Centers a reatest span SZ .Floor Joists ---- -- Distance on Centers -- ---„ Greatest span SZ . Rafters V 4- Distance on Centers '2 ' Greatest span —' Two copies of plans and specification shall be submitted with application. Inspections required: I p `, , V 1: O 7," { , .. i V i-1 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and /or lintels. _ 3. n r r When steel is in place and ready to pour beam. 4. When framing is canpleted. L b 5. When rought plumbing is ca pleted and ready to cover up. ,,_ . ll 6. When septic tank drain field or sewer is laid but before covered. ° ° -- x- 7. Electrical inspection. 8. Final inspection. SET BA« 7. Rear , In case of any rejection, reinspection MUST be lot line called for after corrections are made. In consideration of permit given for doing a H / :::kSt- the waek as described in the above statement, o m we hereby agree to perform said work in accord o 0 ance with the attached plans and specifications, rt ' rt which are a part hereof, and in accordance with the building regulations of the City of Atlantic a m Beach. Frt. lot line Signature r y- � ,..,' ki ( Address Gar ) -4 lax Signature BUILDER Address v ,. ,-,/,: , , - .. EL : :: U -)P ' / _., PEE �' '`'� ` PLUMBING WORKSHEET ! 'age. 7 1 SINKS SHOWERS / DISHWASHERS _ C' CLOSETS --- . BATH TUBS FLOOR DRAINS / 1 WASHING MACHINE / WATER HEATERS I DISPOSALS LAVATORY URINALS OTHER TOTAL }1AIURE COUNT / -i * * * * * * * * * * * * * * * * * A ;4 * * * * * * * * * * * * * * * * * * * * * * * * * * }• 1 X' I URE UNIT BREAKDOWN FIXTURE UNITS ARE ESTABLISHED AS THE "EASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO TEE (.1TY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT $10.00 PER FIXTURE UNIT C(':;'•1?CTED TO THE CITY WATER SYSTEM. a BATHROOM GROUP CONSISTING OF LAVATORY (1 UNIT) WATER CLOSET, LAVATORY, AND BATH TUB OR SHOWER STALL SERVICE SINK TRAP STAND (6 UNITS) (3 UNITS) _ DRINKING FOUNTAIN (11 UNIT) URINAL, WALL LIP (4 UNITS) FLOOR DRAIN (1 UNIT) __.3 WASHING MACHINE RES. URINAL; PEDESTAL, SYPHON (3 UNITS) JET BLOWOUT (8 UNITS) WATER CLOSETS, VALVE OPERATED WATER CLOSETS, TANK- OPERATED (8 UNITS) • (4UNITS) SHOWER STALL, DO ESTIC _ BATHTUB (W. /OR W/O OVERHEAD (2 UNITS) SHOWER) (2UNITS) LAUNDRY TRAY BIDGET (3 UNITS) (2 UNITS) DISHWASHER (2 UNITS) KITCHEN SINK (2 UNITS) KITCHEN SINK /WASTE GRINDER (3 UNITS) e>o TOTAL i- ::: i URE UNITS @ $10._00 EACH <C.� r /d'DO .-26 ° ~_ ENEV V DATA SHEET NAME: c ;e:-'' L- ,D DATE: 4 JOB ADDRESS: EPI: %)1C: 1. Type Insulation in Walls 1 R- I . 2. Type Insulation in Ceilings : R- ! 9 3. Type Insulation for Wood Floors R- 4. �"'--- Concrete Slab Edge Insulation ----- R- It 5. Insulation Around Ducts 1 In Condit. Space 6. Type Heating System I / Vim` 1� ` 14c C COP 2. �,0 7. Type Cooling System � �/ l r' � (1)c. Q E1 R 7 8. Type Hot Water Heater c y i ; �.t ( ��� ,Qp✓Y' >C Q 9. Type Glass in Windows and Doors: Double Glazed Tinted Single Glazed L Tinted cDc 10. Type Exterior Doors _ A Q ( ( _ (*AWL 11. Fireplace? �� w/ Inc ide Combustion Air w /Outside Combustion Air 12. Woodstove? 0 13. Are the dimensions of all windows and doors shown? /�' If not, this is required 'either on floor plan, elevations or in a sch d e. 14. Size of Roof Overhang? l 0 ' Ca 15. Are the washer and dryer located on floor plan? " 16. Any ceiling fans ? .__ � ' � If so, identify on floor plan. 17. Is a multi -zone A/C system to be used? 18. Is the building oriented on plot plan with compass directions? 19. Is there a whole house fan (attic - type fan with 1.5 CEM /SF)? I certify that the above is the correct data used to calculate the EPI on the energy form submitt=,., and willbe incorporated in the subject job. .r SIGNED: 41111 11 y. . ',t q , FLORIDA ENERGY EFFICIENCY CODE 6 � 14 " FOR BUILDING CONSTRUCTION Sr SECTION 9— RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900-A-84 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the E t4;r Code for new single - family detached or multifamily attached dwellings under Section 9 of the Energy Code. An alternative to this method for single lannily detached dwellings, and multifamily attached dwellings of three stories or less, is provided in Section 10 of this Code. Only dwellings which are above ground frame (wood siding, brick veneer, etc.) or concrete wall type construction may be calculated using Sections 9 and 10. Other types of constr c tlo, i must comply under Section 4 or Section 5 of this Code. Additions to existing residential buildings shall comply with the requir ants of Section 10 of th 1 Detailed information on how to complete this form may be obtained from your local building department or the Depart en f Community Affairs E ner gy Code Program, 2571 Executive Center Circle East, Tallahassee, Florida 32301. PROJECT NAME C► + 1 ' r, _ ,� ' PERMITTING OFFICE: AND ADDRESS: PlUdo i► S_ � CIRCLE CLIMATE ZONE: 1 2 `BUILDER: �I[ — j� � PERMIT NO.: OWNER: k I q 4 r JURISDICTION NO.: . -1 x ., 1 0 1 �.DETACHED IF MULTIFAMILY, NO. OF UNIT , GLASS AREA AND TYPE ,��C1 COVERED BY THIS CALCUI Al ION: CLEAR TINT, FILM,SOLARSCREEN SEPARATE CALCULATIONS ARE REQUIRED 1 C SGL SGL FOR EACH WORST CASE UM 1 rYPE. CHECK IF ATTACHED THIS CALCULATION REPRESENTS A WORST CASE CONDITION. DBL DBL NET WALL AREA AND INSULATION CONDITIONED CEILING INSULATION CBS R= FRAME J R= FLOOR AREA UNDER ATTIC SGL. ASSEMBLY 1 . I. •I Didai �. t 1 R _ R- . [71 COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM 0ENTRAL NONE ELECTRIC S I" RIP I GAS NONE K RESISTANCE SOLAR [ ROOM OIL SOLAR HEAT RECOVERY I I GAS I PACKAGE TERMINAL AC RiEAT PUMP : ,cif _ N DED. HEAT PUMP: COP = 1. EER/SEER = C OTHER: OTHER: CALCULATED LPL: 1:19Z ' _ �I CALCULATED E.P.I. MUST NOT EXCEED 100 POINTS In accordance with Section 553.907 ES., I hereby certify that 1 plans Review of the plans and specifications covered by this calculation indi- and specifications covered by this calculation are in compliance wikh the cates compliance with the Florida Energy Code. Before construction is Florida Energy Code. ' completed, this building will be inspected for compliance in accordance .� F.S. with Section 553.908, OWNER/AGENT: �T ` ' ""- BUILDING OFFICIAL: DATE: r � ll DATE: _ ."" FA - 1 PRESCRIPTIVE MEASURES (Must be met or exceeded by ail ° V , dences.) MINIMUM REQUIREMENTS CHECK TO INDICATE COMPONENTS REQUIREMENTS COMPLIANCE WINDOWS (903.1) MAXIMUM OF 0.5 CFM Rer LINE f OOT OF OPERABLE SASH CRACK. DOORS (903.1) MAXIMUM OF 0.5 CFM PER SOI ,AHE FOOT OF DOOR AREA. INCLUDES SLIDING GLASS DOORS. EXT JOINTS & CRACKS (903.1) TO BE CAULKED, GASKETED, WE: nI STRIPPED OR OTHERWISE SEALED. CEILING INSULATION (903.9) MINIMUM OF R -19. WATER HEATERS (903.2) MUST BEAR ASHRAE STANDAHF "I 40 -80 LABEL OR A MAX. 4 WATT /SQ. FT. STAND -BY LOSS. SWITCH OR CLEARLY MARKED CIRCUIT 1111E AKER (ELECTRIC) OR CUT -OFF VALVE (GAS) MUST BE PROVIDED. SWIMMING POOLS (903.3) IF HEATED BY OTHER THAN Sol ALI MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. ALL NON - COMMERCIAL POOL', M: 13T BE EQUIPPED WITH A POOL PUMP TIMER. HOT WATER PIPES (903.4) INSULATION 1S REQUIRED ON1' toga RECIRCULATING SYSTEMS. IN SUCH CASES, PIPING HEAT LOSS SHALL BE LIMITED TO A NIA OF 17.5 BTU /H PER LINEAR FOOT OF PIPE (SEE 504.4). SHOWER HEADS (903.5) WATER FLOW MUST BE RESTHICTi: D TO NO MORE THAN 3 GALLONS PER MINUTE. HVAC DUCT CONSTRUCTION CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE. .j903.6) DUCTS IN UNCONDITIONED SPA { '4 MUST BE INSULATED TO A MINIMUM R -4.2. HVAC CONTROLS (903.7) A SEPARATE READILY ACCESSIBI 1" MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. 1 I FORM 900 -A-84 - CLIMATE ZONES 1 2 3 9C DESIGN CREDIT POINTS (CP) 9D 1 HEATING SYSTEM CREDIT POINTS CEILING FAN IN COND,SPACE (max 5 CP) 1 NATURAL GAS /PROPANE HEATING MULTIZONE A/C SEPARATED BY DOOR 12.8 OIL HEATING 12.8 CROSS VENTILATION (1 CP per room) { 1 WHOLE HOUSE FAN (min. 1.5 cfm /s.f.) 5 WOOD STOVE 7 9E 1 DESIGN PENALTY POINTS FIREPLACE WITH OUTSIDE COMBUSTION AIR 2 WASHER AND DRYER IN COND SPACE TOTAL GLASS OPENS LESS THAN 40% 4 9C TOTAL (not to exceed 12 points) FIREPLACE WITH INSIDE COMBUSTION AIR CO 9F WINTER OVERHANG FACTOR (WOF) 9F 1 SUMMER OVERHANG FACTOR (SOF) FEET N NE E SE S SW W N W FEET N NE E SE S SW W NW 0-0.9 1.00 0.98 0.99 0.74 0.71 0.82 0 93 1.00 0-0.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 -1.9 1.00 0.98 0.99 0.75 0.73 0.83 0.93 1.00 1 -1.9 1.00 1.00 0.99 0.98 0.97 0.98 0.99 1.00 2 -2.9 1.00 0.98 0.99 0.77 0.76 0.84 0.34 1.00 2 -2.9 1.00 0.98 0.94 0.92 0.91 0.92 0.94 0.98 3-3.9 1.00 0.98 0.99 0.81 0.79 0.87 0 94 1.00 3-3.9 1.00 0.95 0.89 0.86 0.85 0.86 0.89 0.95 4-4.9 1.00 0.98 0.99 0.84 0.83 0.89 0 94 1.00 4-4.9 1.00 0.91 0.84 0.80 0.82 0.80 0.84 0.91 5-5.9 1.00 0.99 1.00 0.87 0.87 0.92 0.95 1.00 5-5.9 0.99 0.88 0.79 0.76 0.79 0.76 0.79 0.88 6-6.9 1.00 0.99 1.00 0.90 0.90 0.93 0 98 1.00 6-6.9 0.99 0.85 0.75 0.73 0.78 0.73 0.75 0.85 7 -7.9 1.00 0.99 1.00 0.93 0.94 0.96 0 9 7 1.00 7 -7.9 0.99 0.83 0.72 0.70 0.77 0.70 0.72 0.83 8-8.9 1.00 0.99 1.00 0.95 0.96 0.97 0 99 1.00 8-8.9 0.99 0.81 0.70 0.68 0.77 0.68 0.70 0.81 9-9.9 1.00 1.00 1.00 0.97 0.98 0.98 0 98 1.00 9-9.9 0.98 0.79 0.68 0.67 0.76 0.67 0.68 0.79 10 -10.9 1.00 1.00 1.00 0.99 0.99 0.99 0.99 1.00 10 -10.9 0.98 0.77 0.66 0.66 0.76 0.66 0.66 0.77 11 -11.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11 -11.9 0.97 0.76 0.64 0.64 0.76 0.64 0.64 0.76 12 UP 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 12 UP 0.97 0.75 0.63 0.64 0.76 0.64 0.63 0.75 .- 9G HEAT1KG SYSTE MULTIPLIER (HSM) HEAT PUMP COP { 2.5 -2.6 .7-2.8 2.9-3.0 3.1 -3.2 3.3 -3.4 3.5 & UP HSM \ .40 .37 .34 .32 .30 29 SOLAR HEATING SYSTEM BACK YSTEM FRACTION) x (BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT 1.0 NATURAL GAS /PROPANE/OIL 1.0 (SEE TABLE 9D FOR CREDITS) PTAC & ROOM HEAT PUMPS MINIMUM COP 2.2. HSM FOR COP 2.2 - 2.4 = .45. SEE TABLE ABOVE FOR COP > 2.4 9H 1 C SYSTEM MULTIPLIER (CSM) ELECTRIC EER /SEER 7.8 -7.9 8.0 -8.4 8.5- 8.9 9.0 -9.4 _ 9.5 -9.9 10.0-10.4 10.5-10.9 11.0 -11.9 _ 12.0 -UP CSM .83 .81 0.75 0.72 0.68 0.65 0.62 0.59 0.54 GAS COP 0.40 -0.44 _ 0.49 ! 0.50 -0.54 0.55 -0,59 0.60 -0.64 0.65 -0.69 _ 0.70 & UP CSM 1.50 1.25 1.20 1.09 1.00 0.92 0.89 MINIMUM SEER /EER LEVEL 7.8 FOR STRAIGHT COOL OR HEAT PUMPS; MINIMUM OF 7.5 EER FOR ROOM UNITS AND PTAC. FOR ROOM UNITS AND PTAC, CSM FOR EER 7.5 - 7.7 =_- .87. SEE TABLE ABOVE FOR EER > 7.7. 91 HOT WATER CREDIT POINTS (HWCP) ELECTRIC RESISTANCE WATER HEATER 0 GAS WATER HEATER - - _ 10 INSTANTANEOUS WATER ELECTRIC 4.5 HEATER GAS 12.8 HRU (A/C) WATER HEATER ELECTRIC BACKUP 6.7 GAS BACKUP 13.9 HRU (HP) WATER HEATER ELECTRIC BACK 9 7 ., GAS BACKUP 14.5 HEAT PUMP WATER HEATER COP 1.60 -1.89 1.90 -2.19 _ 2.20 -2.49 2.50 -2.79 2.80 -3.00 (DEDICATED HEAT PUMP) CREDIT POINTS 9.0 11.4 13.1 14.4 15.4 OVERALL SOLAR FRACTION* ' 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 SOLAR gg. ELECTRIC BACKUP I 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.8 24.0 HOT WATER 5R GAS BACKUP 1 11.4 12.8 14.2 15.6 17.0 18.8 19.8 212 22.6 24.0 *PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM + 100 = OVERALL SOLAR FRACTION 4 CITY OF ATLANTIC BEACH, FLORIDA Approvd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19Z5 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. il ailigax.44--.6tatx /"./tiiiiel.:;.. e (?„1,2, z G Odov bib ELECTRICAL FIRM: w c) M ASTFit ELECTRICIAN SIGNATURE JOURNEYMAN NAME ADDtiESS:c2)4 //[/f-y )f/ AAA-, p RFD BOX BLDG. SIZE ___.________BETWEEN: �O A 4 7,5 RES.1k APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( ) NEW (A OLD ( ) REW. I ) ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( SQ. FT. SERVICE: NEW ( ) INCREASE ( I REPAIR ( ) FEE CONDUCTOR SIZE a/ L, AMPS <<?e) COPPER ( ) ALUM. 00 SWITCH OR BREAKER /5o AMPS J Pti 3W a3 f)VOLT ralfrte..RACEWAY EXIST. SERV. SIZE AMPS Phi W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0 -1 1 OVER - MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. 1 I OVER 600 V. 1 A 60 . 4 1 I p o u a�- i