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Permit 2004 and 2006 Beach Ave UTILITY SERVICE AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this 15th day of January , 198 g between the City of Atlantic Beach a Municipal corporation, hereinafter called "City", and Frohwein Cosntruction a corporation, its successors and assigns, hereinafter called "Developer". W I T N E S S E T H : WHEREAS, Developer owns land in Duval , County, Florida, more particularly described as A part of tract "B" N.A.B. #3 refer to acreage, plat engineering 2004-2006 Beach Avenue drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing 1 buildings,' 2 residences and/or other improvements thereon consisting of, Dunl,, and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property and City -desires to furnish same; and 'to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WHEREAS, in order to provide water and sewer services to Developer it has been or will be necessary for City -to enlarge and expand its. offsite water and sewer plants and facilities and it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service to the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and . valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is .agreed by the parties hereto as follows: 1. Developer agrees that City shall have, the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City . this exclusive right- to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having, jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete construction of all improvements required to be built by Developer and Agreement under this provision, City reserves the right to negotiate with Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in tlxo cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any governmental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance' with the terms of this agreement. S. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change . from time to time. City shall have the right to determine reasonable meter size and location. 6. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released' or subordinated to said easements. Easements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer • to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and warp- to said state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain-, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and.egress to each of the building sites on Developer's property which are served by City. All such easements shall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption, of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from "non-domestic" drains including without limitation swimming pools, air conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The Developer hereby agrees to Bold harmless and indemnify City for all costs and damages resulting from flooding due to ,back flow preventor valve failure. B. The construction and design of all facilities to be Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's' sorvice ctvallublllty policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and*its utility contractor issued after City approval of original plans must be approved by the City before the change order is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise •specified by City or its engineer. D. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. E. A representative of City or its engineers will be the .inspector of the project along with the Developer's enaitiepr imf- rit , absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of the property • described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City. All water pipes' on the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns. B. All sewer mains, manholes, pumping stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines oil the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C.. With reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement; such conveyance to take effect without further action upon the completion and acceptance by City 11. Developer shall pay the City upon, execution of this Agreement the sum of 10¢ per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of 10� per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review fee for non-residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or additional 'charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to provide water and sewer service . to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $10.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at, the rate of onethousand th.i:rtr ,five dollars ($ 1,035.00 ) per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at.'the rate of i i ' D. A meter installation fee to cover meter cost and meter installation (but not including curb stop or meter box) according to. the City's service availability policy at the time of installation which currently is $85.00 ner 3/4" x 5/8" meter C. If available, construction .water will be. charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer. utility service to the Developer's property.. is provided by the use of a mein extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' main extension or other improvements to City. Said pro, rata share shall be based, on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ ' payable upon execution' of this 'Agreement, 2. With respect to utility facilities installed by Developer to which future developers connect directly, and in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the Hydraulic capacity and demand of said future developer whenever .feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire, at a cost of $ 12, All charges to Developer shall be paid by Developer to ' the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of ; and B. Water plant capacity charge upon the execution of this Agreement, a total of $610.00 ; and C. Sewer plant capacity charge upon the execution of this Agreement, a total of $1;035;00 per unit = $2,070.00 and D. Meter installation fee according to the City's service availabili y .policy .ai time of installation which currently is $85.00 per 3/4" meter. = $170,00 - upon application for hook-up of individual lots, -apartments, multi-family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and F. Hydraulic share payment, in . accordance with paragraph 11F-1 of this Agreement upon execution of this Agreement, in a total amount of '$ and G. Service availability charges and other additional aids in construction in accordance with. paragraph 11G of this Agreement in a total amount of .$ . . . . . . . . . I I 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbersor individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems. for subject project will be subject to negotiations between City and Developer. if buildings of more than two stories are a part of the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (900) treatment, and of the cost of any additional required outfall pipes to may hP rnm14 rn�l t,.. r•s 4.. subordinated to the terms of the Agreement and easements required herein prior to any acceptance of the facilities by the City. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect the requested dwellings or structures on the said property at no additional connection fee (i.e. , in addition to those provided for above in this Agreement) , but subject to the continuing operating rules and regulations of the City including, without limitation, the periodic payment of the water usage and sewer usage charges in effect on the date of such application or thereafter reflected in the City's rate schedule. 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to the City by Developer under the terms of this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall not inure to the benefit of the successors or assigns of the Developer. 19. It shall be the responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with residential or commercial construction. 20. Unless the damage to any onsite improvements are the result of the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer .of such property upon which the damage occurs shall be responsible for the payment to the City of such damage to City's property including all necessary and reasonable repairs which must be. made by the City or independent contractors prior hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim ot► lien describing the real property and the amount owed may be filed within ninety (90) days of the date from the last date upon which any such repairs or restoration were made by the, City or its authorized representatives. Thereafter, tl►e City shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. If the property is platted, one copy of ti►e recorded plat shall be furnished to the City. B. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar and three printed copies of said drawing shall be furnished to City. C. All lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as built" drawings, verify the marked water and/or sewer services as to location and depth. III addition, for purposes of locating and protecting installed service lines and valves Developer or his contractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden post in the manner as shown on the design drawings and specifications. Developer's contractor is required to install curb stop, meter box and valve box on each water service and valve as shown on design drawings. irrevocable letter of credit, the terms of which will indemnify and save harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. , P. A [sill of Sale for facilities from the Developer to City. G. Conveyance of easements as required under this Agreement. 11. A deed for .any and all land on which lift stations or water stations or other improvements if required by City. 1. The title evidence, mortgage . releases and mortgage subordinations. as required in this Agreement. J. for onsite and offsite ' coiistruction provide City an accounting of the actual costs' (schedule of values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Developer's construction has passed " certain tests, including, without limitation, closed circuit television inspection of the gravity sewer lines, witnessed by a City representative, to determine whether tale Developer's construction is constructed in accordance with the approved engineering plans and specifications. Said tests may be performed at - least three (3) times: the first test upon completion of the system,; the second test upon completion of all building, roads, paving, drainage, and all construction within the right-of-way easement area of adjacent areas. A third test shall be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from' the appropriate regulatory 22. All notices that may or must be given under this Agreement shall be in writing and shall be valid if mailed by United •States registered or certified mail, postage and charges prepaid from addressed as follows: To Developer.: To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box-25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, d and de e d . in th pre e n c e i ve oper Witness Citrof tlantic Beach Witness INTEROFFICE CORRESPONDENCE ,� 23 19 88 Subject- 2C)04. ock A%4E From- Distribution Engineering Division To- Electrical Inspection Department j -v,_�c me &Ac{+ Electrical Permit No.- QSS5 2 0554-5:3 Electrical Contractor- DA*-"wsK( t� , •[^ t Phone No. - ( 3 Type of Service- 1109+4-n�- Project Name- F?-%0H V JF- J faST• This electrical permit is being returned for necessary corrections as indicated below. Meter can has been installed in an unapproved location on the house. Meter can, conduit,etc. must be relocated to the N S W E side of house or a continuous raceway installed from the existing meter can to a location designated by the I.E.A. General Underground Engineering Section in accordance with I.E.A.Rules& Regulations. Meter can,has been wired incorrectly. Load and line side connections are reversed. No service exists at this address. Meter can and/or conduit has not been installed in house as of Service cable from temporary pole not of ample length to make connec- tions in transformer. Service permitted incorrectly. Permit should read not Other Conditions: L_%rAE stoE O{�F7 -.SE"KAe 6"1114cti � I F-8 Please return this permit when the necessary corrections and/or additions have been made by the electrical contractor and reinspection is completed. Yes No Electrical Contractor notified by I.E.A.on '( Engineer r 17937 METRO GRAPHICS-JACKSONVILLE,FL CITY OF . 0391 FLORIDA February 2 1988 NAME Frohwein Construction ADDRESS 1820 Ocear°;Grove Drive CITY Atlantic Beach 299..0B TL 291�!.08CKTD Wpp/OZ/0/02/8n Water Tap Fee #40--343 52 0 3700 P I 91 $29f�.Ot3 5230 1 A 2/02/8 FEB Q 2 19$j I OCIC�I 2004-2006 Beach Avenue R When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CI'T'Y OF ATLANTIC BEACK, FLORMA TREASURER • USE THIS FORM FOR ESTIMATES ONLY 1/25/88 Water Tap Fees for a new Duplex. Frohwei.n Construction Meter Fees have been paid (5/8" X 3/411) 2004-2006 Beach Ave. for two meters. DESCRIPTION QTY. MATERIALS LABOR TOTAL 8 X 1 1/2 SADDLE PVC 1 18150 1 1/2 PVC PIPE LOFT . 6 70 1 1/2 90° ELL 1 67 1 1/2 ADAPTER 1 1 1/2 X 1 REDUCERS 2 94 111 PVC PIPE 10FT 6 70 N Cino 1 X 3/4 MALE ADAYTERS 2 46 3/4 CURB STOPS ' ' 2 20 50 1 1/2 GATE VALVE 1 12 70 Total 104 37 men hand dig ($22.06/ for 4 hrs 88 24 30% O. H. 26 47 Total $114171 MAIIR1ALSLABOR TOTAL TOTAL $1041314$114 71 $219 08 MISC. JOS EXPENSES AMOUNT OTHER JOe EXPENSES 80 00 Trucks 10.00 Truck f r TOTAL COST $299 08 4 hrs. 80 001 TOTAL SELLING PRICE LISS TOTAL COST GROSS PROFIT LESS OVERNCAO COST •.OF SELLING MICE TOTAL NET PROFIT DEPARTMENT OF BUILDING Q /1 Jt CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. V�} +} E ` PERMIT TO BUILD i THIS PERMIT MUST BE POSTED ON JOB Date Janu= 15 19—JM jValuation$ Fee$ 122-00 t • T This permit not valid until above fee has been paid to City Treasurer,and is i 8/09/6f fsubject to revocation for violation of applicable provisions of law. r9�4s 4 1100CAC 499198-1 This is to certify that KELLO� PLUMBING 1 000 {i 1 _ has permission to pi imbi ng Classification New Residential Zone RG-1 Owned by Lee 4 Fat Be3nnead3r Lot A=Tt of trtaet "Rtt Block S/D N_A_R_#3 House No. 2004-2006 Reach Avenue ` According to approved plans which are part of this permit I NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 4 � -0 O Building material,rubbish and debris 31 from this work must not be placed in public space, and must be cleared UP and hauled away by either con- tract-6 or owner., Building Official FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER fPLUMBING I ELECTRICAL SEWER I WATER a^ FrohWelonciongtruction, inc. 1820 OCEAN GROVE DRIVE • ATLANTIC BEACH, FL 32233 August 20 1988 Mr. Don Ford Director of Public Works City of Atlantic Beach, FL 32233 REF; Forced Main Sewer Line - 2004 and 2006 Beach Avenue, Atlantic Beach, FL Dear Don, Frohwein Construction, Inc. will accept maintenance on the Forced Main cited above for the first year of operation and the future owners shall accept maintenance until such time that the City of Atlantic Beach provides a gravity sewer line. Upon such availability of the gravity line, the owners at that time shall connect to the line and the Forced Main shall be abandoned. Thanking you in advance for your time and attention to this matter. Cordially, Robert W. Frohwein 1820 OCEAN GROVE DRIVE • ATLANTIC BEACH, FL 32233 • 904/246-6959 PLANS REVIEW CHECK LIST =� t Address ---`- ----- _ �,---Owner c.: '==-- tr _ -, - +. ------ - Legal Description_ r, ' � e _ Contractor /_-,''_ "/v-,-teA License Number! 03-'�icE__-_ License on File YES NO Section 24-101 * Zoning Regulations Zoning District \/-;/"j " Proposed Use r t Required Lot Sizer ?� �.� '"� Actual Lot Size,Ld � � �1OJ� xn";� Setbacks Required Provided Section 24-17 front _ 0 ___ __ _°-V CORNER LOT INTERIOR LOT rear --- '-- / Flood Zone_ f? side-1 / i Required Elevation--/?/'+-- '+-_ side-2 Max. Height Allowed__) _ Proposed Height_��....... Section 24-82 * Minimum Lot Coverage Required Heated Area a _ Proposed Area- Section 24-161 * Offstreet Parking [f Number Spaces Required__`f�/___- ,. Spaces Provided T Section 24-82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES NO Utilities Water and sewer service is to be provided by: I s Buccaneer Utilities City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by: ", _' ,%` 3Pc' -_Date Building Permit #_ p ___ ISSUE DENIED Address 124 6E �l�067T 1 , �'a2ZN 4raN7rC &t4. otji-0 Heated Square Footage @ $ 3g. Y6 per sq ft = $ 4�?3. 8617. Dd Garage/Shed 5 3 0 $ 1 S() Per sq ft = $ S&S, pd Carport/Porch 41 Q 3 @ $ 0 5' per sq ft = $ y /5 Deck @ $ 9d ersgft = $ � q9f ga Patio @ $ per sq ft = $ TOTAL VALUATION, $ a(& 90y.9.5-- - Total 0y.Tota Valufation ist $ 160,�pQQD 9S J83..75 $ t k3. 95 Remainder Valuation er thousand or portion thereof ------------------------------- -----------+ Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + + + 2 Filing Fee $ + Fireplaces 15.00 Mechanical .� P @ $ 0-�� Plumbing _ i BUILDING'PERMIT FEE $ �� + Electric/New / + / +------------------------------------------------- Electric/Temp ✓ Septic Tank. BUILDING PERMIT $ 66632 P Well WATER METER CHARGE $ 176-06 Rdmrd-ng Pool SEWER IMPACT FEE $ 070 ?U O Sign WATER IMPACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate _ GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES City of Atlantic Beach i Fixture Unit Worksheet for Water..Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED ,TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _ __BATHROOM GROUP CONSISTING OF �_ ®_SERVICE SINK TRAP STAND - WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) __WATER CLOSET VALVE _ __WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _ __BATHTUB/SHOWER ' (2) _URINAL WALL LIP (4) - ,---, -SHOWER GROUP PER HEAD (3) _ FLOOR DRAIN (1 ) CJ SHOWER STALL DOMESTIC (2) _LAUNDRY TRAY (2) 2 LAVATORY ( 1 ) __ COMBINATION SINK AND TRAY (3) 2" WASHING MACHINE (3) _ _POT. SCULLERY SINK (4) DISHWASHER (2) _WASH SINK EACH SET OF FAUCETS (2) _KITCHEN SINK (2) DENTAL LAVATORY (1) -- _KITCHEN SINK WITH WASTE _ _ GRINDER (3) __ DENTAL UNIT OR CUSPIDOR (1) _C__BIDGET (3) _ _URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) __ _ COMBINATION SINK AND TRAY WIT _---- FOOD DISPOS. (4) . _C) -URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) __DRINKING FOUNTAIN (1/2) _LAVATORY, BARBER/BEAUTY SHOP (2) _ _-LAVATORY, SURGEONS (2) -0-SURGEONS SINK (3) -- .?—ICE MAKER ( 1/2) ' / eo TOTAL FIXTURE UNITS__ ,•/-____ @ $10. 00 EACH *___; �/ ------- JOB INFORMATION �1(.loRr'tf 44,P7< < LA1< i IIAv lj CITY OF ATLANTIC BEACH f6V APPLICATION FOR BUILDING PERMIT C��V Owner_ r,4t k ,agaY Address X74 S0& 7,5 (//Z zi 2233 honeZ¢�ZS83 ArchitectL,#��P/ ,�E�C _AddressLQC�¢(�_�✓�_v/�`va ...zip2Zl�_phone Con tractor�L�¢fl�_✓�/%✓ ��lrlG_Address_L� Q�,ca•v-►-le- Or -?3_phone ZA(_�`�s� Contractor's License number Gt3GO ZZ20$ _____expiration_6 ��Q =B�__ _ 84A of 7'/Zfc r`B' NokTiv .4raIfWrl. BGif- rrr 3f /{moan o r.v 08 151 PG q3 Lot Block or Section Subdivision Zoni ------- --------- --------------- ng--- -/- Street G_z¢c k- ___betweenI� -5--7-- --and 7' _side - --------- -----_ s ____ ____------- Type Construction �40 ( ¢ _ Ho. Units_ ------- Fireplaces 2— Purpose of Building g46'�z2j .V-Z.Lj4------------Est. Valuation Utility Method - Watery�L„�-_LTA Sewer u44-1 C. Dimensions - Building �'�/• 3 X 6l,3 Lot 6$X/$7.11 _--_ _Size Footings I//Y' jeS Sz. Piers____ ____Sz. Sills_____ -_____Greatest Span Sills___________ ___ Sz. Ceiling Joists--___ _ Distanceon Centers---------Greatest Span__ __ Sz. Floor Joists 7'2ufS65 _`Distance on Centers_ 2-g'" Greatest Span1Zg�gr Sz. Rafters — FIDistance on Centers_Lg'____Greatest Span Method of Heatin4 N;K¢G ---Solid or Filled Ground �` � Roof --- k- � Rf Sf��.d�iLcs - ------ -------- ---------- Flood Zone____If located within a FLOOD HAZARD ZONE complete page 3 In consideration of permit given for doing the work as described in the above statement, 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 building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, and drain said right-of-way to City specifications. Signature Owner-------- - - - -- --- Date----------------- Signature Contractor_ Date__ 7 q 7 page 2 FLOODPLAIN DEVELOPMENT INFORMATION Type of Development: -------------------------------------------- Flood Zone: Required Lowest Floor Elevation: --------------- If building is located within a flood hazard zone (Zone A), a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with . the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances effecting the proposed development. Date..............Applicant 's Signature___-_ --------------------- ---------------------------------------------------- Department Use Required Lowest Floor Elevation ................. As Built Lowest Floor Elevation Survey Filed with Building Department ----------------------------------- Building Department Representative page 3 CITY OF ATLANTIC BEACH NO. 0246 FLORIDA January 15 19 88 NAME Frolivrein Cosatruction ADDRESS 1820 Ocean (,rove Drive ��?t1.G0C1'tfl 3'90 14 11201n8 CITY Atlantic Reach 32233 c4G .0ncnr, 1 Waal Water Impact Fee #40-343-3700 P A IQ $610.00 Sewer Impact Fee #41-343-5200 JAN 2 0 198 - $2,070.00 $2,680.00 A past of tract "B" N.A.B. #3 2004-2006 Beach Avenue When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER t BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: Building Contractor: Frohwein Construction,Inc. Building Permit Number: 0422 Address: 2004 Beach Avenue Legal Description: A part of Tract "B°" N.A.B. #3 Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Duplex Lowest Floor Elevation: --------- ---------- _--__--_-_ required as built n/a Sales Tax Certificate: ---------------------- date ____-- _-_-_-_-___date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief --------------- ----- Public Works ----&-- ----- - -I - � ------- - Planning Director --------------- --------------- --------- Building Inspector --------------- DEPARTMENT OF BUILDING 9422 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT T4 BUILD t THIS PERMIT MUST BE POSTED ON JOB Date January 15 198_ 660.17 Tl Valuations 246,904-SIS Fee$ 550.374689 } A, 1 /2M i This permlid it not vauntil above fa has been paid to City Treasurer,and is � C l subject to revocation for violation of applicable provisions of law. 3 9 In } MIME / f This is to certify that Prohwein Construction CBCO2208 _1 i 1824 Ocean Grove Drive A B 32233 I has permission to build ftlex NOT TO EXCEED 35' in height Classification New Res3dgmti$I Zone__RG21 ; Owned by Lee & Pat Kennedy Lot A part: of Tract "B't Block S/D N.A.B- 113 i House No. 2404»2006 Beach Avenue According to approved plans which are part of this permit NOTAE�—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS I AFTER DATE OF ISSUE ( 4 01 4--1 O Building material,rubbish and debris -Zi from this work must not be placed in public space, and must be cleared up and hauled away by either con- tractor o�owner. Bui official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER CITY OF 716 OCEAN BOULEVARD P.0.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 DATE -{ o— PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: .ea cA --------------------- -------------------------- ------ ------------- -_ _ _.._......tea-_ ___ -._ ..-------------- 4 ------( -- -----o ------------ ------ ------------------------------------------------- ------ ------------------------------------------------- SINCERELY, (cut, e BUILDING INSPECTION DIVISION cc:FILE _, BUILDING AND ZONING INSPECTION DIVISION a � CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, II, III, and IV. I. LOCATION Street Address: OF Intersecting Streefs: Between And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attachpd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good-:practice listed therein: Name of Mechanical Contractors Contractor (Print) 0_ VOWMaster Norse of / �j D Property Owner ,,,) Siynetun of Owner Signature of er Asthorised Agent Architect or Engineer fit. NERAL INFORMATION A' Typo of hooting fuel B• IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER�QF CONSTRUCTION Q Oil PERMIT Q Otber— Specify IV. SAECIIMIICAL SOUMMENT TO 1E INSTALLED NATURE OF WORK (Previda complete lid of components on back of this form) Residential or ❑ Commercial Neat ❑ Space ❑ Recessed �P' Central 0 Floor New Building Air Concirfioning: ❑ Room Ar,control ❑ Existing Building e-F /" ❑ Replacement of existing system Duct system: Materia Thrckneu Maximum copeciiy =C? _...Cf.'. � New installation(No system previously installed) Q Refrigeration �a GC/tc f ❑ Extension or add-on to existing system ❑ Other- Specify Q Cooling tower- Capacity 9•P�• Q Fire sprinklers: Number of hoe Q Elweter E3 Monfift ❑ Escalate r (oumber) THIS SPACE POR OFFICE USE ONLY ❑ Gasoline pumps (number) (R�eaived) 13 Teak:_, (number) Remarks Q LPG containers (number) 13 Unfired ptwwre vessel Q Sellers Permit Approved by pats 3 01110r - Specify Permit c.. UGIT ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Caped Ntatnber Unite Dercdptioet Iltodel Nu=nberprwbg Mmutact�urtr ( one)y �A r C 1 �� CITY OF the Southern Standard 104 of with the o Section ornPliance melts f in c to the require re was this struetu ursuant of issuance ollou�ang, to issued p the time For the f Gertifiea that at structtort or use _ Thas [;ode certif Yina huildang cora Building us Ordinances regulating dinar ,- ,t �araa Y T, Fire 1 ifKanOoconstN�on� �Sddcess class y 1 � / a6ry� ire / Loc QcouP r� spec of H�,din8 �. l ` �--' ss pate'. guddm8 t`ddta ,4,,. /gucldmgQf[u�at ,T' ou C�rrufftratr of (Orrupau.ry CITY OF AV4ft C R6614 BrVar#mpnt of Building Jnspprum This Certificate issued pursuant to the requirements of Section I09 of the Southern Standard 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. Use ClassiTxation Bldg.Permit No._ Group _TypeConstruciion M*- c Fire District. > T �•�- z'tr �� 7,,!J! Owner Of Building `' Address — ii?rlI:IP i # 7 Building Address Locality Building Official tate:_21, µ rCOT IN A CONS►ICUOU9 ►LACE i { DEPARTMENT OF BUILDING 9423 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO._ PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date .TanuaL= 15 19_.$$. lnIt1r�C! Y Valuation$ Fee$ 100.Oa 333 1 €1 W6/9. 942? rCOCAC 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. 4 { This is to certify that AIR FLOW has permission tdll�i� install heatla;r V Classification New Residentigi Zone RN-1 Owned by Les & Pat Kennedy Lot A 13s rt of Trac-t R Block SID_N-A-B- #3 1 House No. 2004.2006 Beach AVem According to approved plans which ate part of this permit j NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- i SPECTED BEFORE POURING. i PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE Q--- 4 0 O Building material, rubbish and debris ` 4 from this work must not be placed j in public space, and must be cleared up a auled away by either con- j = tr ctor owner. I Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING fELECTRICAL SEWER 1` WATER 4 ! FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-M86 SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9.An alternative to this method for single-family detached dwellings,and multifamily attached dwellings of three stories or less,is provided in Section 10.Multifamily attached dwellings greater than three stories must comply under Section 9 or 5.Additions to existing residential buildings must comply under Section 9 or 10.Additional information may be obtained from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32399. PROJECT NAME O Nl�S�c BUILDER; ffef/' 4 ,JiN f P" ,a. ..�� C- AND ADDRESS: be PERMITTING f"j / CLIMATE 1 [] 2 3 OFFICE: f�;-�'i c!� ZONE: - -- JURISD OWNERPERMIT NO.: ICTION owo'*/ PERMIT rzo4NO.: 1 G ! NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONED , 7 SO. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA FT. CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: LEN OVERHANG �.® FT SINGLE �SQ. SINGLE- FT MULTIFAMILY ATTACHED �– CHECK IF THIS SUBMITTAL LENGTH FT PANE FT. REPRESENTS A WORST CASE PORCH OVERHANG �.® DOUBLE DOUBLE- F0 El DETACHED CONDITION: E] LENGTH � FT. PANE FT PANE NET WALL AREA AND INSULATION MASONRY R = FRAgqME RRT STEEL STUD R = LOG R = �❑FT.. ❑.❑ Z ! 6 FT I I p� R so FT' ED �F0, CEILING AREA AND INSULATION I/ I/ FLOOR TYPE AND INSULATION UNDER �ATTIC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED:WD ON❑ R = FQ. �❑FT Q, [111 FT m F I SQ / DUCTS COOLING SYSTEM HEATING SYSTEM I I I HOT WATER SYSTEM IN CENTRAL ❑ NONE ❑ ELECTRIC STRIP EAT PUMP ELECTRIC I ❑ SOLAR UNCONDITIONED TIRN= ❑ ROOM ❑ NATURAL GAS ❑ OTHER FUELS ❑ NATURAL GAS ❑ HEAT RECOVERY F�a ❑ PACKAGE TERMINAL El ROOM UNIT OR 1:1 NONE ❑ OTHER FUELS El DEDICATED HEAT PUMP IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL = ❑.❑ SPACE R = HEAT PUMP EF = SF/EF �© SEER/EER = ®.1=J COP/AFUE _ ©.� NUMBER OF BEDROOMS = ❑ INFILTRATION PRACTICE USED 814-144 AT _ 1_ 17 t9X 100 �7�� L.G ❑ #1 ❑ #2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance wit&Sectio 7 ereb certify the plans Review of the plans and specifications covered by this calculation indicates and specifications Ic ion ar in c nce with the compliance with the Florida Energy Code.Before construction is completed,this Florida Energy'Co � building will be inspected for c 'ante in actor nce 7!�F.S. OWNER/AGENT: BUILDING OFFICIAL:_ DATE: l" �` $ DATE: _ ' P 9A I PRESCRIPTIVE MEASURES Must be met or exceeded by all residences. OMPONENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR& 904.1 MAXIMUM OF 0.5 CFM PER SQ. FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, ADJACENT DOORS WOOD PANEL INSULATED OR GLASS.DOORS ONLY. EXT.JOINTS& 904.1 TO BE CAULKED,GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED, CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 904.2 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF GAS MUST BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 904.3 SPAS&HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST &SPAS HAVE A PUMP TIMER. GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 904.4 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS.IN SUCH CASES,PIPING HEATLOSS PIPES SHALL BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE. SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES. DUCTS IN CONSTRUCTI N 1 904.6 1 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R. 4.2&JOINTS MUST BE SEA HVAC CONTR LS 904.7 1 SEPARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. INSULATION 904.9 1 CEILINGS–MIN.R-19. COMMON WALLS–FRAME R-11 OR CBS R-3. FRAME COMMON CEILINGS&FLOORS R-11, 1 SUMMER CALCULATIONS CLIMATE ZONES 1 2 3 z� BASE BASE SINGLE-PANE ,,, GLASS z GLASS OR DOUBLE-PANE SUMMER AS-BUILT AREA x SUMMER = SUMMER x SUMMER POINT MOLT. SUMMER POINT MULT. x OVERHANG= GLASS o PT. MULT. POINTS c rc AREA CLEAR TNT" TINT*• FACTOR(98) SUM. PTS. IN Q6 38.3 N 1/ 40.7 41.5 34.9 7d79 NE 57.7 NE 61.5 61.6 57.Z-. 51.0 E Q 79.7 .L E � 84.9 83.9 9.7 68.9 '47 >3 SE 79.1 SE 85.4 84.3 79.1 68.8 S 66.2 S 73.2 72.7 66.2 58.2 W 79.1 SW 85.4 84.3 79.1 68.8 W 79.7 Z W 3 84.9 83.9 79.7 68.9 2- NW 57.7 NW 61.5 61.6 57 51.0 co H' 66.2 a�' H• 290.2 250.1 67.0 195.3 1.0 Z 7.2 ti �► 79.7 7 9. 7 R-C Z os s *6 7 /o O 3 9, 3 33 6 22T r COND. TOTAL BASE BASE I ADJUSTED AS-BUILT .155 x FLOOR T GLASS = ADJUST, x GLASS = GLASS GLASS AREA I ARgAFACTOR I AUBTOT61LBASE SP SUBTOTAL .15 1 2 7 f T S z,Z "f v COMPONENT BASE SUMMER= BASE COMPONENT SUMMER AS-BUILT DESCRIPTION AREA x POINT MULT. SUMMER DESCRIPTION AREA x POINT MULT. = SUMMER POINTS (9C THRU 9G) POINT EXTERIOR 2�0 0 f ,9 9001. 7 -Z . /6001 a ADJACENT .7 2 3 � 1 EXTERIOR I JOE 1 7.7 Z 1 Z ADA NT 2.9 � 1 UNDER ATTIC .6 OR SINGLE 1 1 .6 Y� ASSEMBLY BASE CEILING AREA EQUALS FLOOR AREA UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. 1 LAB -37.0 Z 1 7.35 C0 RAISED d - 3.99 LL FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR.j FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. 1 �- I INFILTRATION I Z717 1 8.0 1 2- 174- •O USE TOTAL FLOOR AREA OF CONDITIONED SPACE. TOTAL COMPONENTER POINTS TOTAL COMPONENT AS-BUILT SUMMER POINTS F BASEICOOLING TOTAL BASE I BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT COOLING SYSTEM x SUMMER = COOLING AS-BUILT x DM x CSM x CCM = COOLING SYSTEM MULTIPLIER i POINTS POINT SUM.PT 9H 9K 9L POINTS .46 �3 s� ��gZ g 32-7o4-- NUMBER Z7o¢NUMBER BASE BASE AS-BUILT NUMBER I AS-BUILT AS-BUILT AS-BUILT HOT OF x HOT WATER = HOT WATER HOT WATER OF x HWM x HWCM = HOT WATER WATER BEDRO9MS I MULTIPLIER POINTS Y TEM DESC. BEDROOMS9M 9N POINTS SYSTEM 3803 0 3�dJ j!/ 1 " H = Horizontal Glass(Skylights) •• For glass with known Shading Coefficient, see sec.903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint. -2- 91 HEATING SYSTEM MULTIPLIERS(HSM) CLIMATE ZONES 1 2 3 SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Heat Pump COP 2.5-2.69 2.7 2.89 2.9-3.09 3.1 -3.29 3.3-3.49 3.:5::::3:6:9: 3.7-U HSM .56 .52 .48 .45 .42 .40 .38 Electric Strip HSM 1.0 Gas&Other Fuels HSM 1.0 See Table 9J for Credit Multipliers) PTHP&Room Units HSM HSM for COP 22-2.49 = .63. See above for COP>2.49. Minimums:Central Units 2.7 COP. PTHP&Room Units 2.2 COP. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE HATING SYSTEM MULTIPLIER Attic Radiant Barrier HCM .98 Multizone HCM .90 Natural Gas AFUE .60- .64 .65• .69 .70-.74 1 .75- .79 .80-.84 .85-89.89 .90-U HCM .54 .50 .46 .43 .40 .38 .36 Other Fuels HCM .84 .77 .72 .67 .63 .59 .5 Where more than one credit is claimed, multiply HCM's together. Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS(CSM) SYSTEM TYPE I COOLING SYSTEM MULTIPLIERS SEER 7.8 8.0- 8.5- 9.0- 9.5- 10.0- 10.5- 11.0- 11.5- 12.0- Central Units 7.9 8.4 8.9 9.4 9.9 10.4 10.9 11.4 11.9 &U CSM .44 .43 1 .40 .38 .36 .34 .32 .31 .30 .28 PTAC&Room Unit CSM CSM for EER 7.5-7.7 = .46. For EER's>7.7 use multipliers above. Minimums:Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTU/H 7.5 EER, and over 13,000 BTU/H 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) SYSTEM TYPE COOLING CREDITMULTIPLIERS(G7M) Ceilin Fans ,86 Multizone ,90 -Cross Ventilation Attic Radiant Barrier 95 Where more than one credit is claimed multiply CCM's together.-Enter product on page 2. 9M HOT WATER MULTIPLIERS(HWM) SYSTEM TYPE HOT WATER MULTIPLIERS Electric EF .80-.81 .82-83.83 .84-.85 1 .86-.87 '88- .90 1 .91 -.93 .94- .96 .97&UP Resistance HWM 4183 4081 3984 3891 3803 3678 3560 3450 Natural Gas EF .48-.49 .50-51.51 .52- .53 .54- .55 .56- .57 .58-59.59 .60- .61 .62&U HWM 2259 2169 2085 2008 1936 1870 1807 1749 Other Fuels HWM 3494 3354 3225 3105 2995 2891 2795 2705 Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) SYSTEM T PE HOT WATER CREDIT MULTIPLIERS Solar Water Heater SF 1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 HWCM 9 .8 .7 .6 .5 .4 .3 .2 .1 .0 Heat Recovery Unit* With Air-conditioner Heat Pum HWCM .62 .58 Dedicated Heat Pump EF 2.0-2.49 2.5-2.99 3.0-3:49 3.5&U HWCM .44 .35 .29 .25 .A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. *Form 900D-86 must be submitted to obtain credit for Heat Recover Unit. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(f)) -COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE#1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICE#2 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls gnd Floors Top late penetrations sealed. Infiltration barrier installed. Sole olateffloor'pint caulked or sealed. Exterior W lls&Ceilings Penetrationsjoints and cracks on interior surface caulked sealed or aasketed. Ductwork Ductwork in unconditioned s ace must be sealed. Fireplaces Eauipped with outside combustion air,doors and flue dampers. Exhaust Fans EQuipped with dampers.Combustion devices see 903.2 . Combustion Heating Combustion space&water heating systems provided with outside combustion air,except direct vent appliances. PRACTICE #3 COMPLY WITH PRACTICES #1 AND#2 AND THE FOLLOWING: Ceilincis infiltration barrier installed. Interior Walls Top plate penetrations sealed or joints&cracks on interior walls caulked sealed or gasketed. Recessed r ht Sealed from conditioned space&insulated from ventilated attics aces. Ductwork All ductwork located in condition@d space. Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust by-products to outside.Stoves see 903.2 f. -6- WINTER CALCULATIONS CLIMATE ZONES 1 2 3 Z GLASS BASE�WINTER BASE z SINGLE-PANE DOUBLE-PANE WINTER AS-BUILT Uj x w GLASS x OR x POINT WINTER WINTER POINT MULT. WINTER POINT MULT. OVERHANG = GLASS c AREA MULTIPLIER! POINT o AREA CLEAR TINT" CLEAR TINT" FACTOR(9B)I WIN. PTS. N 2-06 7. C2 N 116 13.8 13.6 7. 8.1 • d "32-17 NE 4.6 NE 10.7 10.5 6.0 E 9' - 9.2 E 36 - 3.8 - 3.6 - - 5.7 SE -22.7 SE -18.1 -17.5 -22.7 -17.3 S -28.4 S 1 -24.0 -23.0 -28.4 -22.3 SW -22.7 SW -18.1 -17.5 -22. -17.3 W 3 - 9.2 - /. Z W 3C - 3.8 - 3.6 - 9. - 5.7 wzDS NW 4.6 NW 10.7 10.5 6.0 N H' A6 -28.4 5 H' 6 -67.6 -59.1 =-5 -45.0 Z D 7, 3 f 3z 3 ; COND. TOTAL BASE BASE ADJUSTED AS-BUILT .15 x FLOOR + GLASS = ADJUST x GLASS = GLASS GLASS AREA I AREA I FACTOR I SUBTOTAL i BASE WP SUB-TOTAL .1 7/7 ,/ / COMPONENT AREA x AREA x POINT MULT. WINTER BASE WINTER BASE n WINTER COMPONENT WINTER AS-BUILT = DESCRIPTION POINT MULT. 11 POINTS DESCRIPTION 9C THRU 9G P INT EXTERIOR 2D f 2.2 Off- ADJACENT 3.6 3 EXTERIOR 15.4 cc C ADJACENT 13.3 0 � 1 UNDER ATTIC 1.2 OR SINGLE 1.2 v ASSEMBLY 1.2 BASE CEILING AREA EQUALS FLOOR AREA UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. Ix SLAB / 8.9 1ZD 7 C RAISED 2D 6 777 �-® :T-•z J FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. 1 INFILTRATI '�-7, 7 1 7.4 T-074=> 1 Z Q USE TOTAL FLOOR AREA OF CONDITIONED SPACE. 1 v TOTAL ENT BASE WINTER POINTS T TAL 0 P N NT AS-BUILT WINTER POINT Z -.4 BASEIHEATING I TOTAL BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT HEATING SYSTEM x WINTER = HEATING AS-BUILT x DM x HSM x HCM = HEATING SYSTEM MULTIPLIER POINTS POINTS WIN. PTS. 9H 91 9J POINT .59 >89�0 -8z BASE BASE BASE TOTAL AS-BUILT AS-BUILT AS-BUILT TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER o AS-BUILT POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS oFrom P.2 From P.2 Enter on P.1 From P.2I From P.2 Enter on P.1 It'756 156-79 //1�0 t36 844 H = Hoftontal Glass(Skylights) For glass with known Shading Coefficient,see sec.903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint. -4- SUMMER POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS(SOF)For single and double pane glass. CLIMATE ZONES 12 3 AH RATIO .0-.11 .12-.17 .18-.26 27-,35 .36-.46 .47-.57 .58-.70 .71-.83 .84-1.18 .19-1.72 1.73-2.73 2.74+ N 1.0 .94 .91 .87 83 .79 .76 .72 .69 .63 .56 .50 M1 NE/NW 1.0 .94 .91 .86 .80 .75 .71 .67 .63 .55 .48 .42 ,Uj o E/W 1.0 .95 92 .86 .80 .73 .68 .63 .57 .47 .39 .31 LU SE/SW 1.0 .93 .90 .82 .74 .66 .60 .54 .47 .39 .32 .27 S 1.0 1 .91 1 .86 1 .77 .68 1 .60 1 .54 1 .51 .45 .39 1 .35 .31 SOH LENGTH*] 0 ft. 1 ft. 1 11h ft. 1 2 ft. 3 ft. I 31h ft. 1 41h ft. I Th ft, 61/2 ft. 91h ft. 14 ft. *To select by Overhang Length,no part of glass shall be more than 8 ft.below the overhang. OVERHANG RATIO= OH LENGTH OH HEIGHT �L H L H F1 H 9C WALL SUMMER POINT MULTIPLIERS(SPM) CONCRETE BLOCK FACE BRICK FRAME INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR LOG WOOD NORMAL WT. LT. WT. NOR. WT. LT. WT. 0- 6.9 2.4 6 INCH R-VALUE EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7. 10.9 .6 R-VALUE EXT 0- 6.9 5.5 2.2 0- 2.9 2.2 1.1 1.7 2.2 1.7 11 -18.9 .4 0-2.9 1.5 7- 10.9 2.1 .8 3- 4.9 1.3 .8 1.0 .8 .7 1 19-25.9 .2 3-6.9 1.0 11 -12.9 1.7 .7 5- 6.9 1.0 .7 .8 .5 .4 26&U .1 7&U .8 13-18.9 1.5 .6 7-10.9 .7 .5 .3 .2 R-VALUE BLOCK 8 INCH 19-25.9 .9 .4 11 -18.9 .4 .4 .4 .0 A 0-2.9 1.0 R-VALUE I EXT 26&U .2 19-25.9 .2 .2 .2 3-6.9 .6 0-2.9 1.0 STEEL 26&U .1 .1 .1 7-9.9 .4 3-6.9 .7 R-VALUE EXT ADJ k .: 3',,,.... { 10&Uo 7& 0- 6.9 7.6 2.8 7-10.9 3.5 1.3 11 -12.9 2.7 1.0 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 13-18.9 2.5 0.9 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 19-25.9 2.2 0.8 R-VALUE SPM R-VALUE SPM CEILING TYPE 26&Up 1.2 0.4 19-21.9 1.1 10-10.9 2.9 R-VALUE DROPPED EXPOSED 22-25.9 .9 11 -12.9 2.6 10- 13.9 3.2 3.5 26-29.9 .8 13-18.9 2.4 14-20,9 2.2 2.4 30-37.9 .6 19.25.9 1.8 21 &U 1.5 1.6 38&U .5 9D DOOR SUMMER POINT MULTIPLIERS(SPM) DOOR TYPE EXTERIOR ADJACENT 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) SLAB-ON-GRADE RAISED RAISED WOOD WOOD 7.7 2.9 EDGE INSULATION CONCRETE (See 903.2(e)) R-VALUE SPM R-VALUE SPM R-VALUE SPM INSULATED 8.5 3.1 0-2.9 -41.2 0-2.9 - .8 0- 6.9 -1.0 3-4.9 -37.2 3.4.9 -1.3 7.10.9 -1.1 5-6.9 -36.2 5.6.9 -1.3 11 - 18.9 -1.0 7&Up 7&Up 19&U - .9 913 INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM) With Return W/O Return INFILTRATION PRACTICE SPM R-VALUE Air Duct Air Duct (See Table 9P) 4.2-4.9 1.14 1.10 PRACTICE a 1 10.2 5.0-6.6 1.12 1.08 PRACTICE "2 8.0 6.7&Up 1.09 1.06 PRACTICE a 3 5.2 DUCTS IN CONDITIONED SPACE 1.00 1.00 -3- WINTER POINT MULTIPLIERS (WPM) 9B WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 12 3 III- OH RATIO .0-.11 .12-.17 .18-26 .27-.35 1 .36-.46 1 .47-.57 .58-.70 1 .71-.83 1 .84-1.18 1 1.19-1.72 1 1.73-2.73 2.74+ SINGLE PAN GLASS 1 N 1.0 1.05 1,08 1.12 1.16 1.20 1.24 1.27 1.31 1.38 1.45 1.51 NE/NW 1.0 1.09 1.13 1.20 1.26 1.33 1.39 1.45 1.50 1.63 1.74 1.84 E/W 1.0 .67 .50 .16 -.20 -.60 -.95 -1.32 -1.73 -2.51 -3.31 -4.05 SE/SW 1.0 .92 .88 .77 .66 .52 .39 .25 .10 -.21 -.48 -.74 S 1.0 .95 .92 .84 1 .74 .60 .46 .29 .13 -.24 -.54 -.67 w DOUBLE PANE GLASS Cn j N 1.0 1.09 1.13 1.19 1.25 1.31 1.37 1.42 (-1.48 1.58 1.69 1.79 NE/NW 1.0 1.15 1.23 1.35 1.46 1.58 1.68 1.78 1.87 2.09 2.28 2.46 E/W 1.0 .85 .77 .62 .46 .28 .12 -.05 -.24 -.59 -.96 -1.29 j SE/SW 1.0 .93 .90 .82 .72 .61 .51 .40 .28 .03 -.19 -.40 S 1.0 .96 94 87 .78 .67 .55 .41 27 -.04 -.29 -.40 SOH LENGTH* 0 ft. 1 ft. 11h ft. 2 ft. 3 ft. 31h ft. 41h ft 5Y¢ft. 61h ft. 91h ft. 14 ft. 20 ft.+ *To select by Overhang Length,no part of glass shall be more than 6 tt.'below the overhang. OVERHANG RATIO= OH LENGTH OH HEIGHT T_�L ' H L H 9C WALL WINTER POINT MULTIPLIERS(WPM) FRAME CONCRETE BLOCK FACE BRICK LOG INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR WOOD NORMAL WT. LT.WT. NOR. e. LT.WT. 0- 6.9 12.6 6 INCH R-VALUE EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7- 10.9- 4.2 R-VALUE EXT 0- 6.9 11.1 10.4 0- '2.9 11.2 6.8 8.8 11.2 8.8 11 - 18.9 3.5 0-2.9 4.5 7- 10.9 4.4 4.4 3- 4.9 7.3 5.1 6.1 5.6 4.9 19.25.9 2.2 3-6.9 2.8 11 - 12.9 3.7 3.6 5- 6.9 5.7 4.2 4.8 4.3 3.9 26&Up 1.4 7&Up 2.1 13-18.9 3.4 3.3 7- 10.9 4.6 3.5 4.0 3.3 3.1 R-VALUE BLOCK 8 INCH 19-25.9 2.2 2.2 11 -18.9 3.0 2.6 2.8 2.2 2.2 0-2.9 7.9 R-VALUE EXT 26 Up 1.5 1.5 19-25.9 1.9 1.7 1.8 3-6.9 5.7 0-2.9 3.0 STEEL 26&U 1.3 1.2 1.3 " 7-9.9 3.8 3-6.9 2.2 R-VALUE EXT ADJ i 10&U 3.0 7&U 1.7 0- 6.9 15.1 13.1 7-10.9 7.3 6.6 9E CEILING WINTER POINT MULTIPLIERS(WPM) 11 -12.9 5.7 5.2 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 13- 18.9 5.2 4.9 R-VALUE WPM R-VALUE WPM CEILING TYPE 19-25.9 1 4.6 1 4.4 19-21.9 2.0 10-1D.9 3.2 R-VALUE DROPPED EXPOSED 26&Up 1 2.7 2.6 22-25.9 1.7 11 - 12.9 2.9 10-13.9 2.9 3.3 26-29.9 1.4 13-18.9 2.6 14-20.9 2.0 2.1 90 DOOR WINTER POINT MULTIPLIERS(WPM) 30-37.9 1.2 19-25.9 2.0 21 &Ug 1.3 1.3 38&U .9 26&Up 1. DOOR TYPE EXTERIOR ADJACENT 9F FLOOR WINTER POINT MULTIPLIERS(WPM) WOOD 15.4 13.3 SLAB-ON-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE See 903.2(e)) INSULATED 16.8 14.5 R-VALUE WPM R-VALUE WPM R-VALUE WPM 0-2.9 18.8 0-2.9 9.9 0- 6.9 8.3 3-4.9 9.3 3-4.9 5.1 7- 10.9 3.0 5-69. 7.6 5-6.9 3.6 11 -18.9 2.2 7&U 7.0 7&Up F 19&Up 1,4 913 INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Return W/O Return (See Table 9P) WPM Air Duct Air Duct 4.2-4.9 1,14 1.10 PRACTICE # 1 10.9 5.0-6.6 1.12 1.08 PRACTICE #2 7.4 6.7&Up 1.09 1.06 PRACTICE #3 4.1 DUCTS IN CONDITIONED SPACE 1.00 1.00 -5- SUMMER CALCULATIONS CLIMATE ZONES 1 2 3 BASE BASE z SINGLE-PANE OR DOUBLE-PANE x SUMMER AS-BUILT IrGLASS x SUMMER = SUMMER u, GLASS x SUMMER POINT MULT SUMMER POINT MULT. OVERHANG= GLASS AREA Fr AREA •• FACTOR 96 o PT. MULT. p DINTS o CLEAR TINT" CLEAR TINT ( ) SUM.PTS. N 38.3 N 40.7 41.5 38.3 34.9 NE 57.7 NE 61.5 61.6 57 51.0 E 79.7 6 S/,s 84.9 83.9 79.7 68.9 E 79.1 SE 85.4 84.3 79.1 68.8 "XCW 66.2 S //f 73.2 72.7 C 66.2_2 58.2 W 79.1 SW 85.4 84.3 79.1 68.8 W 3 4 79.7 W 3 6 1 84.9 83.9Z 1 E 68.9 NW 57.7 NW 61.5 61.6 57.7 51.0 H' 662 2 H` f 16 290.2 250.1 67: 195.3 O X72- N g a 7!. Z3 / ' 0, yo 56 ez%z d COND. TOTAL BASE BASE T ADJUSTED AS-BUILT . S x FLOOR = GLASS = ADJUST. x GLASS = GLASS GLASS R A FACTOR U T T L BASE P SUBTOTAL .1 Z ,7- 3/ 30o aZ' t COMPONENT BASE SUMMER BASE COMPONENTSUMMER AS-BUILT DESCRIPTION AREA x POINT MULL SUMMER DESCRIPTION AREA x POINT MULT. = SUMMER P01 T (9C THRU 9G) POINTS J EXTERIOR Z r ( .9 l / ADJACENT .7 2 S 3 1 � EXTERIOR 1 7.7 Z AD AC NT 1 2.9 v UNDER ATTIC .6 t / L02 7 z -+ OR SINGLE .6 0 ASSEMBLY BASE CEILING AREA EQUALS FLOOR AREA UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. � 1 SLAB -37.0 _ r► ¢5 C RAIS - .99 2 - / O �' 1 J LL FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR.j FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. INFILTRATION 1 l E TOTAL FLOOR AREA OF CONDITIONED SPACE. TOTALP NENT BASE SUMMER POINTS I TTL COMPONENTAS-BUILT SUMMER POINT 8D -- T BASEMOLING I TOTAL BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT COOLING SYSTEM x SUMMER = COOLING AS-BUILT x DM x CSM x CCM = COOLING SYSTEM MULTIPLIER i POINTS POINTS SUM.PT . 9H 9K 9L POINTS .4s 36D19 136 a80t7S i+� , 3 86 /t?0 NUMBER BASE BASE AS-BUILT NUMBER I AS-BUILT I AS-BUILT AS-BUILT HOT OF x HOT WATER = HOT WATER HOT WATER OF x HWM x HWCM = HOT WATER WATER -BEDROOMSMULTIPLIER //POINTS q Y T C. EDR +� 9M 9N POINTS SYSTEM 3803 t t �� t -3 7 i H = Horizontal Glass(Skylights) For glass with known Shading Coefficient,see sec.903.2(x).Tint Multipliers may be used for glass with solar screens,film,or tint. -2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-A-86 SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9.An alternative to this method for single-family detached dwellings,and multifamily attached dwellings of three stories or less,is provided in Section 10.Multifamily attached dwellings greater than three stories must comply under Section 9 or 5.Additions to existing residential buildings must comply under Section 9 or 10.Additional information may be obtained from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32399. PROJECT NAME I�eN�!!E o 5.t� BUILDER: AND ADDRESS: 506,7-P. UIVI 7_ PERMITTING CLIMATE ❑ cy3 OFFICE: L ` �j C ZONE: 1 2 3 L� OWNER: �Ro �+`u��isd S�.- _r— r PERMIT JURISDICTION G NO.: NO.: 21 C / l NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONEDS0. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA x FT CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: LEN OVERHANG �. SINGLE- �� SIPANE ATTACHED �' CHECK IF THIS SUBMITTAL LENGTH FTT ANE FT PANE REPRESENTS A WORST CASE PORCH OVERHANG DOUBLE 0. DOUBLE- S0. SINGLE-FAMILY DETACHED❑ CONDITION: ❑ LENGTH FT. I PANE ❑2AT PANE FT. NET WALL AREA AND INSULATION MASONRY R = FRAME R = STEEL STUD R = LOG R = FT ❑.❑ LCL" LL FT / FQT ❑ FT ❑ CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED:WDDkCON❑ R = /It¢ FQT 17 Fo FT. ED I I I T / FQ. ZZT DUCTS COOLING SYSTEM HEATING SYSTEM �{ HOT WATER SYSTEM INF❑ NONE ❑ ELECTRIC STRIP HEAT PUMP lCl ELECTRIC , ❑ SOLAR UNCONDITIONED ❑ ROOM ❑ NATURAL GAS ❑ OTHER FUELS ❑ NATURAL GAS ❑ HEAT RECOVERY ��a El PACKAGE TERMINAL El ROOM UNIT OR El NONE ❑ OTHER FUELS ❑ DEDICATED HEAT PUMP IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL SPACE R = HEAT PUMP EF = .❑ SF/EF = ❑.❑ Ef4SEER/EER = ®.LJ COP/AFUE _ ©.I- I NUMBER OF BEDROOMS = ❑ INFILTRATION I I `- 1617 7 S _ 1313 1310131 X 100 RACTICE USED I I L" .7 [CA[] ❑ #2 ❑ #3 TOTAL AS CALCULATED POINTS TOTAL BASE POINTS CALCULATED E.P.I. uuuu CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 5 F .,I herUcerbhat the ns Review of the plans and specifications covered by this calculation indicates and specifications covere y c io aance th the compliance with the Florida Ene Code.Before construction is competed,this Florida Energy-Code. building will be inspected for mpl nce in actor ce wittf�ction 5,V.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: S -- DATE: rI'� 87 DATE: 9A I PRESCRIPTIVE MEASURES Must be met or-exceeded by all residences.) COMPONENTS SECTION I REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR& 904.1 MAXIMUM OF 0.5 CFM PER SO. FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS,SOLID CORE, ADJACENT DOORS WOOD PANEL INSULATED OR GLASS DOORS ONLY. EXT.JOINTS& 904.1 TO BE CAULKED,GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED. CRACK MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 904.2 STANDBY LOSS REQUIREMENTS, SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF GAS MUST BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 904.3 SPAS&HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST &SPAS HAVE A PUMP TIMER. GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 904.4 INSULATION IS REQUIRED ONLYFOR RECIRCULATING SYSTEMS INCLUDING HEATRECOVERY UNITS.IN SUCH CASES.PIPING HEATLOSS PIPES SHALL BE LIMITED TO 17.5 BTU/HILINEAR FOOT OF PIPE. SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES, DUCTS IN CONSTRUCTION 1 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO-MINIMUM R- 4.2&JOINTS MUST BE SEALED, HVAC CONTROLS I904.7 SEPARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. INSULATION .9 CEILINGS-MIN.R-19. COMMON WALLS-FRAMER-11 OR CBS R-3, FRAME COMMON CEILINGS&FLOORS R-11. .1. 91 HEATING SYSTEM MULTIPLIERS(HSM) CLIMATE ZONES 1 2 3 SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Heat Pump COP 2.5-2.69 2.7.2:89 2.9.3.09 3.1 .3.29 3.3.3.49 3.5-3.69 3.7-U HSM .56 .52 .48 .45 .42 .401 .38 Electric Strip H M 1.0 Gas&Other Fuels H M 1.0 See Table 9J for Credit Multipliers) PTHP&Room Units HSM HSM for COP 22-2.49 = .63. See above for COP 2.49. Minimums:Central Units 2.7 COP. PTHP&Room Units 2.2 COP. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Attic Radiant Barrier HCM .98 Multizone HCM .90 Natural Gas AFUE .60-64.64 .65- .69 .70- .74 1 .75- .79 .80-.84 .85-89.89 .90-U HCM .54 .50 .46 1 .43 .40 .38 .36 Other Fuels HCM .84 .77 .72 67 .63 .59 .56 Where more than one credit is claimed, multiply HCM's together. Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS(CSM) SYSTEM TYPE COOLING SYSTEM MULTIPLIERS SEER 7.8 8.0- 8.5 9.0- 9.5- 10.0- 10.5- 11.0- 11.5 12.0- Central Units 7.9 8.4 8.9 9.4 9 10.4 10.9 11.4 11.9 1 &U CSM 44 .43 .40 .38 36 .34 .32 .31 .30 1 .28 PTAC&Room Unit CSM CSM for EER 7.5-7.7 = .46. For EER's>7.7 use multipliers above. Minimums:Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTUIH 7.5 EER,and over 13,000 BTUIH 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) SYSTEM TYPE COOLING CREDITMULTIPLIERS CC eilin Fns .86 Multizone .90 Qross Ventilation Attic Radiant Barrier .95 Where more than one credit is claimed,multiply CCM's together.Enter product on page 2. 91M HOT WATER MULTIPLIERS(HWM) SYSTEM TYPE HOT WATER MULTIPLIERS Electric EF .80-.81 .82-83.83 .84-.85 1 .86- .87 .88- .90 1 .91 -.93 .94- .96 .97&UP Resistance HWM 4183 4081 3984 3891 38033678 3560 3450 Natural Gas EF .48-.49 .50- .51 .52-53.53 .54-.55 56-.577t..58-.59 .60-61.61 .62&U HWM 2259 2169 2085 2008 19361870 1807 1749 Other Fuels HWM 3494 3354 3225 3105 29952891 2795 2705 Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) SYSTEM TYPE HOT WATER CREDIT MULTIPLIERS Solar Water Heater SF .1 .2 .3 .4:::J--5 .6 .7 .8 .9 1.0 HWCM .9 .8 .7 .6 .5 .4 .3 .2 .1 .0 Heat Recovery Unit* With Air-conditioner Heat Pum HWCM 62 .58 Dedicated Heat Pump EF 2.0-2.49 2.5-2.99 3.0-3.493.5&U HWM .44 .35 .29 1 .25 A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. *Form 90OD-86 must be submitted to obtain credit for Heat Recovery Unit. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(q) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE#1 COMPLY WITH ALL INFILTRATION PRE CRIPTIVES ON TABLE 9A. PRACTICE#2 COMPLY WITH PRACTICE#1 AND THE FOLLOWING: Exterior Walls and Floors Top plate penetrations sealed. Infiltration barrier installed. Sole plateffloor"oint caulked or sealed. Exterior Walls&Ceilin s Penetrations, Joints and cracks on interior surface caulked,sealed or gasketed. Ductwork Ductwork in unconditioned space must be sealed. Fireplaces EQuipped with outside combustion air,doors,and flue dampers. Exhaust Fans E ui ed with ampgrs.Combustion devices see 903.2(g. Combustion Heating Combustion space&water heating systems provided with outside combustion air,except direct vent appliances. PRACTICE #3 COMPLY WITH PRACTICES#1 AND#2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls T late en trati ns sealed or'oints&cracks on interior walls caulked, aled or clasketed. Recessed Li hts Sealed from conditioned s ace&insulated from ventilated attic spaces. Ductwork All ductwork located in conditioned space. Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust by-products to outside.Stoves see 903.2(f). -6- WINTER CALCULATIONS CLIMATE ZONES 1 2 3 ZBASEiWINTER BASE SINGLE-PANE DOUBLE-PANE WINTER AS-BUILT "' GLASS x POINT = WINTER 7= GLASS x WINTER POINT MULT. OR WINTER POINT MULT. " OVERHANG = GLASS c AREA MULTIPLIER POINTS AREA CLEAR TINT" CLEAR TINT" FACTOR(9B)I WIN.PTS. N 7.3 N 13.8 13.6 7.3 8.1 NE 4.6 NE 10.7 10.5 4.6 6.0 E - 9.2 9 8.3 E - 3.8 - 3.6 - 9.2` - 5.7 SE -22.7 SE -18.1 -17.5 .7 -17.3 S 7-0 -28.4 FLf3 S 116 -24.0 -23.0 " 28.4 -22.3 '42 1 z SW -22.7 SW -18.1 -17.5 - 7 -17.3 W - 9.2 • Z W 3 6 - 3.8 - 3.6 .2 - 5.7 2 0 NW 4.6 NW 10.7 10.5 4.6 6.0 N H. 16 -28.4 H -67.6 -59.1 7 -45.0 N O ,2 ,O 7AIr •Z . 2 - /7/ S - /Q 4 ► 1 COND. TOTAL BASE BASE ADJUSTED AS-BUILT .155 x FLOOR + GLASS = ADJUST x GLASS = GLASS GLASS 15 Z ¢ ARE FACTOR _ UB OTAL BASE WP SUBTOTAL j COMPONENT BASE WINTER = BASE COMPONENT WINTER AS-BUILT DESCRIPTION AREA x POINT MULT. WINTER DESCRIPTION AREA x POINT MULT. = WINTER POINT 9C THRU 9G POINTS EXTERIOR Z 2.2 / Z. a . ADJACENT 3.6 -74-54 11s' ,7- Z to F=3 v EXTERI R 15.4 8 ADJACENT 13.3 77] 1 0 a? UNDER ATTIC 1.2 71p a 1 7.2 Z .j OR SINGLE 1.2 ASSEMBLY 1.2 BA E FILING AREA EQUALS FLOOR AREA UNDER CEILING.1 AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. 1 SLAB 8.9 O o RAISED .96 l ii FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR.I FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. INFILTRATION 1 7 7 Z_ 1 7.4 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. v v TOTAL COMPONENT BASE WINTERPOINT TOTAL COMPONENT LT WINTER POINTS I 11 573,471 f BASEIHEATING TOTAL BASE BASE TOTAL AS-BUILT AS-BUILT I AS-BUILT I AS-BUILT HEATING SYSTEM x WINTER = HEATING AS-BUILT x DM x HSM x HCM = HEATING SYSTEM MULTIPLIER POINTS I POINTS/ WIN. PT 9H 91 (99J POOIINT 7 .59 107-9b t3 3 t. I . ��' , ! 770J BASE BASE BASE TOTAL AS-BUILT AS-BUILT AS-BUILT TOTAL J COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER = AS-BUILT F POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS c lFroyn P.2 From P.2 Enter on P.1 From P.21 From P.2 Enter on P.1 7-67 78 H = Horizontal Glass(Skylights) •• For glass with known Shading Coefficient,see sec. 903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint. 4 SUMMER POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS(SOF)For single and double pane glass. CLIMATE ZONES 12 3 F,NE/NW .0-.11 .12-.17 .18-.26 27-.35 .36-.46 .47-.57 .58-.70 .71 .84-1.18 .19-1.72 1.73-2.73 jft 1.0 .94 .91 87 .83 .79 .76 .72 .69 .63 .56 1.0 .94 .91 86 .80 .75 .71 .67 .63 .55 .48 1.0 .95 92 .8fi 80 .73 68 .63 .57 .47 .39Uj 1.0 .93 .90 .82 .74 .66 .60 .54 .47 39 .321.0 .91 .86 ,77 .68 .60 .54 .51 .45 .39, .35 SOH LENGTH* Oft. 1 ft. 1'h ft. 2 ft. 3 ft. 3Yz ft. 4'h ft. 5'/z ft. 6Yz ft. 9'h ft. 14 ft. To select by Overhang Length,no part of glass shall be more than 8 ft.below the overhang. OVERHANG RATIO= OH LENGTH OH HEIGHT L H L H ❑� H 9C WALL SUMMER POINT MULTIPLIERS(SPM) FRAME CONCRETE BLOCK FACE BRICK LOG INTERIOR INSU_CATION EXT,INSULATION R-VALUE WOOD FR WOOD NORMAL WT, LT. WT. 7.3 LT. WT. 0- 6.9 2.4 6 INCH R-VA UE EXT ADJ R-VALUE EXT ADJ EXT EXT 7-10.9 .6 R-VALUE EXT 0- 6.9 5.5 2.2 0- 2.9 2.2 1.1 1.7 1.7 11 -18.9 .4 0-2.9 1.5 7-10.9 2.1 .8 3- 4.9 1.3 .8 1.0 .7 19-25.9 .2 3-6.9 1.0 11 -12.9 1.7 .7 5- 6.9 1.0 .7 .8 .4 26&U .1 7&U .8 13-18.9 1.5 .6 7-10.9 .7 .5 .6 .2 R-VALUE BLOCK 8 INCH 19-25.9 .9. .4 11 -18.9 .4 .4 .4 0 .1 0-2.9 1.0 R-VALUE EXT 26&U .6 .2 . 19-25.9 .2 .2 .2 7777M 3-6.9 .6 0-2.9 1.0 STEEL 26&Lin .1 .1 .1 7-9.9 .4 3-6.9 .7 R-VALUE EXT ADJ .z° 10& .2 7&uo .6 0- 6.9 7.6 2.8 7-10,9 3.5 1.3 11 -12.9- 2.7 1.0 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 13-18.9 2.5 0.9 UNDER ATTIC SINGLE ASSEMBLY CON RETE DECK ROOF 19-25.9 2.2 0.8 R-VALUE SPM Ft-VALUE SPM CEILING TYPE 26&Up-F 1.2 0.4 19-21.9 1,1 10-10.9 2,9 R-VALUE DROPPED EXPOSED 22-25.9 .9 11 -12.9 2.6 10-13.9 3.2 3.5 26-29.9 .8 13-18.9 2.4 14-20.9 2.2 2.4 30 37.9 6. 19-25.9 1.8 21 &U 1.5 1.6 38&U 5264 Up 1 1.2 9D DOOR SUMMER POINT MULTIPLIERS(SPM) DOOR TYPE EXTERIOR ADJACENT 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) SLAB-ON-GRADE RAISED RAISED WOOD WOOD 7.7 2.9 EDGE INSULATION CONCRETE (See 903.2(e)) R-VALUE SPM R-VALUE SPM R-VALUE SPM INSULATED 8.5 3.1 0-2.9 -41. 0-2.9 - .8 0- 6.9 -1.0 3-4.9 -37.2 3-4.9 -1.3 7-10.9 -1.1 5-6.9 -36.2 5-6.9 -1.3 11 -18.9 -1.0 7&U -35.7 7&U -1.3 19&U - .9 9G INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Return W10 Return SPIN Air Duct Air Duct (See Table 9P) 4.2-4.9 1.14 1.10 PRACTICE#1 10.2 5.0-6.6 1.12 1.08 PRACTICE #2 8.0 6.7&Up 1.09 1.06 PRACTICE#3 5.2 DUCTS IN CONDITIONED SPACE 1.00 1.00 -3- WINTER POINT MULTIPLIERS (WPM) 9B WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 12 3 OH RATIO 7,1777-27 1-7 .18-.26 .27-.35 .36-.46 1 .47-.57 .58-.70 1 .71-.83 1 .84-1.18 1.19-1.72 1.73-2.73 2.74+ SINGLE PANEGLASS i N 1.0 1.05 1.08 1.12 1.16 1.20 1.24 1.27 1.31 1.38 1.45 1.51 NE/NW 1.0 1.09 1.13 1.20 1.26 1.33 1.39 1.45 1.50 1.63 1.74 1.84 E/W 1.0 .67 .50 .16 -.20 -.60 -.95 -1.32 -1.73 -2.51 -3.31 -4.05 M t SE/SW 1.0 .92 .88 .77 .66 .52 .39 .25 .10 -.21 -.48 -.74 oc S 1.0 1 .95 1 .92 1 .84 .74 .60 .46 .29 .13 -.24 -.54 -.67 -i P DOUBLE PANE GLASS N 1.0 1.09 1.13 1.19 1.25 1.31 1.37 1.42 1.48 1.58 1.69 1.79 NE/NW 1.0 1.15 1.23 1.35 1.46 1.58 1.68 1.78 1.87 2.09 2.28 2.46 i E/W 1.0 .85 .77 Q2 .46 .28 .12 -.05 -.24 -.59 -.96 -1.29 j SE/SW 1.0 .93 .90 .82 .72 .61 .51 .40 .28 .03 -.19 -AO S 1.0 .96 .94 1 .8 .78 .67 .55 .41 .27 -.04, -.29 -.40 SOH LENGTH* 0 ft. 1 ft. 11/2 ft. 1 2 ft. 1 3 ft. 31h ft. 1 41h ft 5'h ft. I 61h ft. I 9Y2 ft., 1 14 ft. 20 ft.+ *76 select by Overhang Length,no part of glass shall be more than 81 ft.'below the overhang. OVERHANG RATIO= OH LENGTH OH HEIGHT TL L� H H a H 9C WALL WINTER POINT MULTIPLIERS(WPM) FRAME CONCRETE BLOCK FACE BRICK LOG INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR _ WOOD NORMAL WT. LT WT. NOR. WT. LT. WT. 0 6.9 12.6 6 INCH R-VALUE EXT ADJ R-VA UE EXT ADJ EXT EXT EXT 7- 10.9 4.2 R-VALUE EXT 0- 6.9 11.1 10.4 0- 2.9 11.2 6.8 8.8 11.2 8.8 11 -18.9 3.5 0-2.9 4.5 7- 10.9 4.4 4.4 3- 4.9 7.3 5.1 6.1 5.6 4.9 19-25.9 2.2 1 3-6.9 2.8 11 - 12.9 3.7 3.6 5- 6.9 5.7 4.2 4.8 4.3 3.9 26&Uo 1.4 7&Un 2.1 13-18.9 3.4 3.3 7-10.9 4.6 3.5 4.0 3.3 3.1 R•VALUE BLOCK 8 INCH 19-25.9 2-2_ 2.2 11 -18.9 3.0 2.6 2.8 2.2 2.2 0-2.9 7.9 R-VALUE EXT 26&Up 1.5 1.5 19-25.9 1.9 1.7 1.8 _:_•••. 3-6.9 5.7 0-2.9 3.0 STEEL 26&LID 1.3 1.2 1.3 7-9.9 3.8 3-6.9 2.2 R-VALE EXT ADJM777777710&LI3.0 7&Up 1.7 0- 6.9 15.1 13.1 7-10.9 7.3 6.6 SE CEILING WINTER POINT MULTIPLIERS(WPM) 11 -12.9 5.7 5.2 UNDER ATTIC I SINGLE ASSEMBLY CONCRETE DECK ROOF 13-18.9 5.2 4.9 R-VALUE WPM R-VALUE WPM CEILING TYPE 19-25.9 1 4.6 4.4 19-21.9 2.0 10-10.9 3.2 R-VALUE DROPPED I EXPOSED 26&Up 1 2.7 1 2.6 1 22-25.9 1.7 11 - 12.9 2.9 10- 13.9 2.9 3.3 26-29.9 1.4 13-18.9 2.6 14-20.9 2.0 2.1 9D DOOR WINTER POINT MULTIPLIERS(WPM) 30-37.9 1 1.2 19,-25.9 2.0 21 &up 1.3 1.3 38&U .9 DOOR TYPE EXTERIOR ADJACENT 9F FLOOR WINTER POINT MULTIPLIERS(WPM) WOOD 15.4 13.3 SLAB-ON-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE See 903.2(e)) INSULATED 16.8 14.5 R-VALUE WPM R-VALUE WPM R-VALUE WPM 0-2.9 18.8 0-2.9 9.9 0- 6.9 8.3 3.4.9 9.3 3.4.9 5.1 7- 10.9 3.0 5-6.9 7.6 5-6.9 3.6 11 - 18.9 2.2 7&U 7.0 1, 7&Up 19&U 1.4 9G INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE WPM R-VALUE With Return W/O Return (See Table 9P) Air Duct Air Duct 4.2-4.9 1.14 1.10 PRACTICE# 1 10.9 5.0-6.6 1.12 1.08 PRACTICE#2 7.4 6.7&U 1.09 1.06 PRACTICE #3 4.1 DUCTS IN CONDITIONED SPACE 1.00 1.00 -5-