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Permit 289 Magnolia St (vault) City of Atlantic Beach 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 0.--SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) . _ ---WATER CLOSET VALVE __�1___WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) V t __BATHTUB/SHOWER ' (2) - , ---URINAL WALL LIP (4) _ O_SHOWER GROUP PER HEAD (3) _ __FLOOR DRAIN ( 1) __0_SHOWER STALL .DOMESTIC (•2) _ __LAUNDRY TRAY (2) O_LAVATORY ( 1) _COMBINATION SINK AND TRAY (3) ____WASHING MACHINE (3) _POT, SCULLERY SINK (4) DISHWASHER (2) WASH SINK EACH SET OF -FAUCETS (2) __Q__KITCHEN SINK (2) _ __DENTAL LAVATORY ( 1) KITCIIEN SINK WITH WASTE ' l GRINDER (3) _ _DENTAL UNIT OR CUSPIDOR (1) _ __BIDGET (3) _URINAL STALL, WASHOUT (4) _L_-FLUSHING RIM SINK (8) __COMBINATION SINK AND TRAY WI7 FOOD DISPOS. (4) ___URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) _DRINKING FOUNTAIN ( 1/2) LLAVATORY, BARBER/BEAUTY SHOP (2) _____LAVATORY, SURGEONS (2) _ _SURGEONS SINK (3) ____ICE MAKER (1/2) TOTAL FIXTURE UNITS 07 Q. @ $10. 00 EACH 9 / S CT JOB INFORMATION_w__G .41____S_6 �� (/ ..---------------- PLANS REVIEW CHECK LIST Addrese__C' l � ' '�r _, � '•,� ,E..�__Owne _-�_ � L Legal Description;__ - --_-_-____Contractor =L ft , �� f f , ----------------- , _-, --'�/-A--------- License Number } Kc.: r_crk ac..,1 ---- --_-_- ---= Z=------------- ---- License on File YES n143 Section 24-101 ± Zoning Regulations f Zoning District Proposed Required Lot Size_ t Actual Lot Size.,ll ?, Setbacks Required Provided Section 24_17 front _ C _ CORNER LOT NTERIOR L s rear - Flood Zone- side-1 -'��-___ - __-1°/-7 ✓ �- Required Elevationji-6___ side-2 Max. Height Allowed Fs Proposed Height___l J ' Section 24 ,82 * Minimum Lot Coverage Required floated Area Proposed Area NO Section 24-161 * Offstreet Parking Number Spaces Required__ ,___ Spaces Provided____ 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: Buccaneer Utilities ----- City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL _ °° 1P '+ ISSUED Plane Reviewed by __-- —`-1s'2--- Building Permit # /] SSUE DENIED ADDRESS CONTRACTOR___ - _ OWNER ��-------��i------------------------------ -� —_—_— ' - =s ---------------------------------- BUILDINGMECHANICAL_?Tc�-I_ PLUMBING_C?q3� ELECTRICALTEMP POLE _ MISC ELECTRICIAN____ DATE FAILED DATE PASSED TEMP POLE 3EA__________ FOOTING ROUGH PLUMBING SLAB FRAMING �1L__ -----____-- MECHANICAL/FIREPLACE TOP OUT PLUMBING _ ( �� '6 -_ ROUGH ELECTRIC ---_------- FINAL ELECTRIC FINAL BUILDING ELEVATION SUBMITTED CERTIFICATE OF OCCUPANCY ----------- ----------- DATE ORDERED DATE ISSUED i t= DEPARTMENT OF BUILDING 9428 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 2c 7.2 5 Tt ;65 7.2 17-M Date January 20 19 88 3714 1 A 1/20/11( 839.75 Fee$2S7.2S 43 .10CACT Valuations 63. 94 3714 ! A 1 nn/ This permit not valid until above fee has been paid to City Treasurer,and is 1(inn subject to revocation for violation of applicable provisions of law. This is to certify that Ted Truscott has permission to build Single FAmily Classification New Residmtial Zone RS-2 y Owned by Ted & Robin Truscott I Lot_ 503 Block Sec•3 S/D Saltair j House No. 289 Mmmolia Street 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 1 4– —i O Building material,rubbish and debris - from this work must not be placed in public space, and must be cleared up and hauled away by either con- / tractoi,dr owner Rii ding Official. f FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL ( SEWER I WATER I j An F 9ddress_� �- Heated Square Footage / YO o @ $_��-�, r?) per sq ft = $ �00. OD Garage/Shed 3 S S- @ $ _ dper sq ft = $ 44-6-62 ,0 Carport/Porch @ $ 0,5� per sq ft = $ )T ?, a - Deck @ $ per sq ft = $ Patio � @ $ per sq ft = $ TOTAL VALUATION: $ (P Q �a 106- S-6 Total $ 1 1aS lst $�L? 01 3 g3_y2' Remaind6r Valuation a,<Z)per thousand or portion thereof -------------------------------- -----, Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED i + 2 Filing Fee $ Mechanical .� 1 Fireplaces @ 15.00 $ /5- z 0 Plumbing j BUILDING'PERMIT FEE $ o7 5 7 0? Electric/New Electric/Temp Septic Tank BUILDING PERMIT $ 57> 6 9, a Well WATER METER CHARGE $ g' 0 o Swinming Pool SEWER nMPACr FEE $ a 3 o 0 Sign / WATER TMPACr FEE $ O Water Connection ✓ MISCELJ S $ Sewer Correction $ Water Meter $ Elevation Certificate — GRAND TOTAL DUE $ S ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES CITY OF 716 OCEAN BOULEVARD P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 May 19, 1988 Pre-Servioe Seoyron' 3rd Floor Jacksonville Electrio 4tithorlty Bldg. 2.33 W. Duval Jacksonville, El:a� 32202 The following final inspections have been made and are satisfactory: #5203 - 1660 #1 Beach Avenue Brooks & Limbaugh Electric #5862 - 176 Camelia Street Action Electric ✓15958 -r 289 Magnolia Street Barkoskie Electric #5805 326 Oceanwali.k' Drive South D Electric #5716 - 350 Oceanwalk Drive South Early Electric #6070 - 1801 Sea Oats Drive St. Johns Electric Sincerely, Renes Anger CDD CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR- ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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. ELECTRICAL FIRM: N6MELiCTRICIAN SIGNATURE NAME ADDRESS: D RFD BOX BLDG.SIZE BETWEEN: RES. APT.1 1 COMM.( i PUBLIC( ) INDUS.1 1 NEW( 1 OLD 1 1 REW. ADDITION 1 1 TRAILER ( ! TEMP. SIGNS ( 1 SO.FT. SERVICE: NEW( ► INCREASE ( i REPAIR ( 1 CONDUCTOR SIZE AM COPPER ( ALUM. _ SWITCH OR BREAKER d AMPS Z PH '--'>W Z W VOLT RACEWAY r EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY . v FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 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 al OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA -NU..,___ KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ TOTAL FEES c%' CITY OF ATLANTIC BEACH No. 0302 FLORIDA January 20 19 88 NAME Ted Truscott I P40.[J(l TL I nan.f]f1r.Vrn ADDRESS 653 Monument Road #1420 7U1iP 1A 2/I rj/1" 3 U .OUCnr,G CITY Jacksonville 32225 75142 I A 211 0/r U Water Impact Fee #40-343-3700 $205.00 Sewer Impact Fee #41-343-5200 $1,035.00 $1,240.00 Lot 503 Section 3 Saltair 289 Magnolia Street When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER DEPARTMENT OF BUILDING 9 JI 3 0 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. �7+{J PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 40.50 T 411. IrKT Date Janum 20 1988 4375 1 A 1/26/811 9430 .00CAC Valuation$ Fee$ 48-SO 4375 IA 1/26/81 This permit not valid until above fee has been paid to City Treasurer,and is 1 flr� subject to revocation for violation of applicable provisions of law. This is to certify that B & G Plumbing CFCO22533 has permission to install plumbinj Classification New ResiddIatial Zone RS-2 Owned by Ted & Rabin Tri m eot Lot 503 Block Sec, 3 S/D SaltBir House No. 289 Magnolia Street According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE --► —. 0 Building material, rubbish and debris i from this work must not be placed in public space, and must be cleared up and hauled away by a ther con- tor, r owner. Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER ,talk,, CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION 6 J Ac PLUMBING CONTRACTOR ] l.( i LICENSE NUMBERS OWNER BUILDING CONTRACTOR TYPE OF BUILDING SINKS _SHOWERS LAVATORY / WATER HEATERS BATH TUBS _,DISHWASHERS URINALS DISPOSALS CLOSETS ( WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. DEPARTMENT OF BUILDING Q ., CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.- 9429 PERMIT TO BUILD i THIS PERMIT MUST BE POSTED ON JOB i Date January 20 19 88 4NUO TL j Valuation$ Fee$ 44 00 4n,0111 rKT 7537 i R P/I V RE This permit not valid until above fee has been paid to City Treasurer,and is a subject to revocation for violation of applicable provisions of law. 6C ZW,17 1A 2-112 0 This is to certify that I nant I has permission to install hs�t f air i Classification New Residential Zone RSr2 f Owned by Teti & Robin Truscott Lot 503 Block. 3 S/D Sa2t it f House No. 289 glia Street According to approved plans which are part of this permit j NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 10 r--i O Building material,rubbish and debris z from this work must not be placed in public space, and must be cleared up and hauled away by either con- tracw 6r owner, Building Official. FOR OFFICE PERMIT DATE O RACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER BUILDING AND ZONING INSPECTION DIVISION CITY OF-ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82289 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, II, Ill, and IV. 1. LOCATION Street Address: S OF Intersecting Streets: 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 attach9dplans 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) GAA I Mas for Name of Property Owner t Si9natura of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL. IN A. Type of hosting fuel: 8. IS OTHER CONSTRUCTION BEING DONE ON X_Electric THIS BUILDING OR SITE? ❑ Gas--E3 LP ❑ Natural ❑ Central Utility Q 00 IF YES, GIVE NUMBER OF CONSTRUCTION I r PERMIT "r Q Other — Specify IV. MWKH NIDAL 1*UIFMENT TO EE INSTALLED NATURE OF WORK (Provide eanpiefa list of compon"Is on back of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed XCentrall 17 Floor New Building AirConddioning: ❑ Room Confrol if ❑ Existing Building Osre# Syssfem: 'Material Thiele ❑ Replacement of existing system Maidmum taWtitY ` �-"� ,e.f.m. New installation(No system previously,instalrad) Q Refrigeration ❑ Extenslon or add-on to existing system C] Cooling towers Capacity 9-p-m ❑ Other — Specify (Q Fire sprinklers: Number of haat ❑ Elevator ❑ monlift 13 Escalator (number) THIS SPACE OOR 0FFH E USE ONLY C] Gasoline Pump (number) ( 1 G. Tanks^ (number) Remarks (3 LW containers (number)' Q Unfired pressure vase Q leiNw Permit Approved by 0 Other — Specify Permit Filo LIST ALL EQUIPMENT Alit CONDITIONING AND REFRIGERATION EQUIPMENT Number Valu DererlDti t Model Number Maaufssatuler ( O") BEATING - FURNACES, BOILERS, FIREPLACES Number Vmdh Doresiptim Mead Number Halsuf cWrM TANKS Bee►Many NaBllOW CaPadty Type L4uid Naw qi Serial Appy a0d Dlamamdosse Contained a[sautaalut No. A UTILITY SERVICE AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this 20th day of January , 198 8 , between the City of Atlantic Beach , a Municipal corporation, hereinafter called "City", and Ted Truscott a n individual , corporation, its successors and assigns, hereinafter called "Developer". W I T N E S S E T 11 : WHEREAS, Developer owns land in Duval County, Florida, more particularly described as Lot 503 Section 3 Saltair refer to acreage, plat engineering 289 Magnolia Street drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing ' 1 buildings,' l residences and/or other improvements thereon consisting of' ' Single Family 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 W11L-'REAS, City is willing to operate such water and sewage collection and treatment systems so that all buildings constructed ort Developer's property by developer or by any person, firm, joint venture or corporation holding by, through or under Developer may have furnished Ii I 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 fails to pay all plant and service availability and other fees listed in this Agreement within ' .'six months from date of execution of this Agreement, for any reason whatsoever, but through no act or fault of City, this Agreement shall terminate and City shall be relieved of its obligation to perform under this Agreement. Upon termination of this -2- i j 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 the 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 tho 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. G. 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. Casements 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 water station sites as required by City. Developer hereby grants to City the right to utilize any onsite water and sewage lines and systems to provide 'services to properties other than Developer's property, provided this does not unreasonably interfere with , service to Developer's project.' Where Developer's property is adjacent to any state road right-of-way, City will be granted a 25-foot easement, along and adjacent 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 hold harmless and indemnify City for all costs and damages resulting from flooding due to ,back flow preventor valve failure. 8. The construction and design of all facilities to be transferred to and to be owned and operated by the City shall at all times be subject to prior approval by the City and its engineers. City will provide assistance to Developer's engineers as to design and construction' requirements and must approve all plans, documents, and construction requirements in writing prior to any construction being commenced. Construction of all facilities will be performed by iG 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 service availability policy which is in effect on the date said new agreement is executed, , B. In addic.ion 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. U. 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 engineer, but City reserves the right to final acceptance of the work and materials. , Neither the City or its engineers shall be deemed the agent of any other person' in making such inspections. 10. After installation of t•he water distribution and sewage collection systems serving the property described above and acceptance thereof by the City, the City or its assigns shall then be the sole, 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, sl►all be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on 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 of said installation. As further evidence of said transfer of title, upon completion of the installation and acceptance by the City, Developer will provide. City 'with • a bill of Sale or Warranty Deed describing all properties transferred and dedicated to the City by the Agreement. 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 lo) 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 $10.00 per fixture unit, Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at the rate of onethousand thirty five dollars ($ 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 Such charges shall be due and payable as provided in paragraph 12. -7 'R D. A meter installation fee to cover meter cost and meter istallation (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 per 3/411 x 5/8" meter E. 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 prqvided by the use of a mein extension and other improvements constructed by a prior developer and ' F 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 % greement. 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 Ito Developer related thereto shall expire* r . five (5) years from the date of execution of this Agreement. Said refund shall be made to Developer Within sixty (60) days of the receipt of payment by City from .a future developer. Refer to addendum if applicable. G. Payment of service availability charges and other additional aids in construction for— ' i 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 $?Q-c;,OQ and C. Sewer plant capacity charge upon the execution of this Agreement, a total of $ 035 00 and D. Meter installation fee according to the City's service availability .policy .at time of installation which currently is $85.00 -per 3/4" meter _ upon application for hook-up of individual lots, apartments, multi-family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and F. Hydraulic share payment, in accordance with paragraph 11C-1 of this Agreement upon execution of this Agreement, in a total amount of'$ and G. Service availability charges and other additional aids in construction in accordance with, paragraph 119 of this Agreement in a total amount of $ . . . . . . . . • . . payable 11. Any plafit capacity charges, fees, or other charges due to City are intended to assist in defraying costs as to offsite facilities and in no way are to be considered a payment toward the cost of onsite water distribution and onsite sewage collection systems which costs are to be borne by Developer. 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or 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 cupaclty 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 be required by City. Developer shall have the right at all reasonable times to inspect the invoices of the City in order to determine that said funds have been properly expended by City pursuant to this paragraph. 16. Developer warrants that it is the owner of or the holder of a binding contract to purchase the fee simple title of the real estate described herein and further agrees to have all mortgages or other liens 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 pexiodic 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 t1►e 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 tine 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 engaged by the City to effect such repairs. If the owner or developer of tl►e real property shall fail or refuse to pay costs of such necessary , and reasonable repairs to cure said damage within thirty (30) days from the submission to the owner 'of a statement* for such charges, the City shall . have a lien against such owner's or Developer's property subordinate to those liens created by or under agreements of record 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 on lien describing the real property and the amount owed may be filed within ninety (9U) 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, the 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 the 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. In 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. U. All water and sewer services and valves shall be marked on the street curb by etching into the concrete or if no curbing is available, a two (2) inch square metal tag is to be nailed to the street's pavement and painted as . specified pn design drawings, C. Developer's contractor shall furnish a one (1) year maintenance bond in the amount of 100% of the cost of the facilities installed. The bond may be in the form of cash, surety bond, or 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. , C. A Bill of Sale for facilities from the Developer to City. G. Conveyance of easements as required under this Agreement. H. 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 construction 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 tlxe 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 agency for the water and/or sewer system, are required prior to final inspection. M. A copy of the certified water pressure test and force main test as applicable. N. The certification by the design engineer that the system was constructed as designed is required prior to final acceptance. U. Pump performance test on pumping stations if applicable. t S 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, sealed and delivered in the presence of: Developer Witness �Yf OJLP,�*Au�� ity -of At ntic Be ac Witness .J r - 14- MAP SHOWING SURVEY OF FL=CT503., PLAT OF SECTION NU. 3 SALTAIR AS RECORDED IN PLAT B©OK 10 PACE 16 OF THE CURRENT ECORDS OF DUVAL CXXwry, FLORIDA. �o T Sia �\ Fac.1/2"1.P. NO CAP- 40 AP-n <OT SSS nr S09 94' a �4S J /r N qr ��. SOT Sys FNO.1/2"I.P. Q ay' NO CAP Ar RT e ` 90 * ``\ 301-1 � y Q o O `hi e� <a A,1 co FNO.1/2"1.► NO CAP O pj 40r 30, to va e O+ FNO.V2"I.P. NO CAP NOTE: /9 800 A cl 1) ANGLES AS PER FIELD SURVEY. - 2)NO B.R.L. AS PER PLAT. 2 MF48 4r 3)THIS IS A BOUNDARY SURVEY. FNP.1/2"I. `\ SS0 I P.NO CAP `\ A. ,� I MEMM CERTIFY THAT THE PROPERTY SHOWN LIES IN FLOOD ZONE 'C" AS SHOWN ON THE F'LOM HAZARD BOUNDARY MAP FOR ATLANTIC BEACH, DA. I HEREBY CERTIFY TO LAURETTE IBARRECHE, OCEAN STATE BANK AND PROFESSIONAL LAND TITLE THAT I HAVE SURVEYED THE LANDS AS SHOWN IN THE ABOVE CAPTION AND THAT THIS MAP IS A TRUE AND CORRECT REPRESENTATION OF THAT SURVEY AND THAT THE SURVEY REPRESENTED HMM MEETS THE MIND M TECHNICAL STANDARDS OF THE FLORIDA ADMINISTRATIVE CODE CHiAPTER 21-HH-6 AND THE FLORIDA L=AND TITLE ASSOCIATION. V\LTHIS SURVEY NOT VALID UNLESS ` SEALED WITH AN EMOOSSED SEAL OF SURVEYOR SIGNED HEREON DONN W. BOATWRIGHT, L.S. FLORIDA REG. LAND SURVEYOR No. 3266 SCALE: "- �' BOATWRIGHT LAND SURVEYORS, INC. DA'L'E SKID: DRAWN SY: 140' PENMAN ROAD SUITE D 1711141-7 F.B. : LAI C80NVILLE BEACH, FLORIDA 241.8551E :T t -�'- JOB: SK 18/188 TOP CHORD 2X4 SO. PINE •2 KD 15X TC X—LOC L—Rs 0.29 5.40 9.55 13.71 BOT CHORD 2X4 SO. PINE *2 KD 15X VEdS— 2X4 SO. PINE *3 19X BC X—LOC L—Rs 0.29 7.47 13.71 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND PROVIDE CONNECTION FOR 530# TO RESIST SLIDING OF MEMBER. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." REFER TO DRAWINGS A183 AND A104R FOR OVERHANG DETAILS. SHIM ALL SUPPORTS TO SOLID BEARING. 1X3 2.5X4 2-B-15 5.00 12� - 1X3 © 2.5 4 3.00 12 2X5 2.5X4 R-63111 V— 3.50" R-63111 W— 3.50" 14-0-0 OVER 2 SUPPORTS PLATE TYPE--ALPINE SEON--148402 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.1.5 SCALE -0.3750 TtiPIHE ENGIFREREo PAoOUCTs, INC. TRUSSES REONIRE EXTREME CARE DESIGN CRIT VDRVG C= p � d o cm **IMPORTRNT** STYIL NOT RE AESOQM,IRLE FOR NNY WARNING IN HFriOLtNG, ERECTION AND Tc LL 30.0 P / t= _p Q d DEYIRTION FROM THESE SPECIFICATIONS ON ANY DEYIATION FROM RRRCING.SEE -NT-76% ROOD TRUSSESN O c_7 p p WITH THE IG ITY CONTAIN.E T ILBTHE I. ALPINE LP�CCONNECTORSORMINCE THIS NTFIRT DESIGN FORREC�DOITIONRL SPECIAL. SEE PERIR- TC DL 7.O P ��is " Y p O O c7 RRE MPNUFACIUREO FROM 20 CRUDE GRLYRNIZED STEEL UNLESS NEWT BRACING REQUIREMENTS. UNLESS OTHERWISE �{ LP I N a OTHERWISE SHOWN, MEETING REO,IREMENTS OF ASTM 8448 GAFM A. SHOWN, TOP CHORD WU BE LATERALLY P CEO BC DL /1 0.0 PGRF4'LT CONNECTORS TO BOTH FACES RT EACH JOINT FMD LOCATE AS WITH PROPERLY RTTRCHED PLYWOOD SFERTHINS, TOT.LD. 47.0 PEN. 14-0-0 SHOWN. BEARING WIDTHS RRE 4'NOMINAL UNLESS OTHERWISESHOWN. BOTTOM CNDRO WITH RIGID CEILING ORi BRACING TRUSS oDESIGN STTMNOI DS CONFDRB WITH FMICRIR.E NMISIONs DFAs sPECIFIEO ON NNE3tGN. OONiOT usE TH[S OUR.FAC. 1 .33H S.O/12 •NDS RID •TPIfPCTF. OESIt?i WI IH FIRE RETRIIORNT TREATED LUMBER. p [= •TPI - FRIISS PLATE TWIT1TUTE NOS -NRTIONY.DESIGN SPECIFICRTION FDR WOOD CONSTRUCTIIMN SPACING 24.0' CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �A 19 IMPORTANT NOTICES 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. c-R ()o o c�g.� 1 G�_ /7 - � LECTRICAL FIRM: jJ&jER ELECOIICIAN SIGNATURE JOURNEYMAN NAME - / ,��^�"- ADDRESS: -!RFD_._BOX BLDG.SIZE BETWEEN; RES APT.(APT.( I COMM.( 1 PUBLIC( ► INDUS.( 1 NEW(X OLD I ) REW.( ► ADDITION ( ► TRAILER ( ► TEMP.( 1 SIGNS ( ► SO.FT. SERVICE: NEW( INCREASE ( ► REPAIR ( ► FEE CONDUCTOR SIZE AMPS COPPER I ALUM. SWITCH OR BREAKER: e jO AMPS PH W O VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS (0 CONCEALED OPEN TOTAL RECEPTACLES a5- CONCEALED OPEN TOTAL 0.30 AMrB. 31.100 AMPS. SWITCHES 9-10 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 ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER--6,00 V. - NO. I KVA . IND. lKVA NO.NEON TRANSF. IND. VA. [MA. I I MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED S TOTAL FEES ' JOBt SK 18/188 TOP CHORD 2X4 SO. PINE •1 DKD 15X, EXCEPT AS SHOWN TC X-LOC L-R1 8.29 5.31 9.37 13.44 17.58 28.44 23.38 BOT CHORD 2X4 SO. PINE s2 KD 15% • WEBS 2X4 SO. PINE •3 19X BC X-LOC L-R1 0.29 6.66 12.88 17.58 23.38 i TTI-2X4 SO. PINE •2 KD 15% : PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. j ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." 4X4 3X5 1 .5X3 3X4 TI . 5.00 5X4 3X4 —F 5.D0 3.00 2-2-11 C� 12 X3.00 3X4 5X6 3X 3X7 3X4 12 R-10851 W- 3.50" R-1085# W- 3.50" 17-6-0 G-2-0- 23-8-0 17-6-0 6-2-0 OVER 4 JUPPERTS PLATE TYPE--ALPINE SEON--146401 FURNISH R COPY 0 T I DESIGN TO ERECTION CONTRACTOR REV 13.1.5 RCALE .O.nOD o �' a +� IMPDRTRNT+� IiL NOT RES oN""OUCTFORs' IN WRRNING TNmHRNDUNI,ES IEERErTlOW aD DESIGN CRITr�TPI REF oPTRUSS DEVIATION FROM THESE SMIFICATIONS OR FNT DEVIRTION FROM WICING.SEE -SSi-r6%(DRRCING VOW TRUSSESt TC LL X70.0 PSF DRTE 02/02/13THIS DESIGN OR MY FRILUBE TO WILD THE TRUSS IN CONFORMANCE COMMENTARY IND RECOMMENORTIONS-"TPI). SEE d!C7 C1 WITH THE 'DWLITY CONTROL MFINUI .-ST TPI. REPINE CONNECTORS THIS DESIGN FOR ADOITIOML SPECIAL PETNIR- TC OL 7.0 PSF DRVG _C7ARE NWVR ACTUIEO FROM Ib GRUOE GIILVRNIZEO STEEL UN.ES11 WENT 0RACINO REOUIREMENTS. UNLESS OTHERWISE d OTHERWISE SHOWN, MEETING REQUIREMENTS OF ASTM R44S GRAM R. SHOWN, TDP CHORD SHFILL DE LATERALLY ORI7CEO BC DL 10.0 PSF 4 -ENG ot� APPLY CONNECTORS TO BOTH FRCES RT EACH JOINT FM LOCATE AS YI7H PROPERLY RTTRCHED PLYWOOD SHERTHING, TOT.LD. 47.0 PSF 0/R LEN. 23-8-0 SHOWN.DEMING WIOTHS ARE 4'NOMINi.UWESS OTHERWISE SHOWN. ROTTtkt CNOM WITH RIGID CEILING OR IIRRCING c `� DESISN STwDMOS CONFORM WITH FPKICFV LE PROVISIONS 0 AS SPECIF M. ON DESIGN. 00 HOT USE THIS DUR.FRC. 1 .33 1 PITCH 5-0/12 -NDS RHO•7Pl tPCTI. DESIGN Y1tN FIRE RETARDANT TREATED LUHSER. G C=3O -TPI -- TRUSS Pt:IE INSTITUTE NOS - MTIONiL DESIGN SPECIFICRTION FOR WOOD CONSTRUCTION SPRCING 2q.0' TYPE Joan SK hilae F 2X4 SO. PINE ♦2 KD 15% TC X-LOC L-R1 8.29 4.24 7.83 11.42 15.38 2X4 SO. PINE *2 KD 15X 2X4 SO. PINE #3 19% BC X-LOC L-R1 8.29 7.83 15.38 —AAE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND REFER TO DRAWINGS A183 AND A104R FOR OVERHANG DETAILS. TOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. G 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." 1 4X4 2X4 1X3 1X3 2X4 12 5.00 5.00 3X6 R-7094 W- 3.50" R-7094 W- 3.50' 7-10-0 7-10-0 15-8-0 PLATE TYPE--ALPINE SEON--148624 FURNISH R COPY OF THISR zSSUPPORT DE IGN TO RECTION CONTRACTOR REV 19.1.5 W FlP(WE ENGINEERED PRODtICIS,,INC. TRUSSES REWIRE W EI%CARE C= d o N= p # IMPORTF1NT*991R.L WT RN:RESPON9leLE FOR ANY WARNING IN HRNOLINO, ERECTION NO DESIGN CRIT n R ATRUSS DEVIATION FROM THESE SPECtFtCRTIOM OR MY DEVIATION FRM SRRCING.SEE 'BST-78- DIMMING NOCD TRussEss TC LL 30.0 PSF DATE 02/02/98 RtTH THETHIS MGN OR'OUFr_ITTTTCONTROLETO M NUFLILBTHEI. AS IN CONFORPIME LP! THIS DESIGN TORR ADDDIAND TIONAL IAL PERMA-- TC OL 7.0 PSF DRYG 411ARE rWNUFACTLREO FROM 20 GRUGE GRLVRNI2EO STEEL UNLESS HENT BRACING REOUIREMENTS. MUSS DIHERVISE OTNERNISE SHOW, MEETING REQUIREMENTS OF ASIN R9RS GRACE R. MM, TOP amaD OWL RE LR7tXUY SRRMoBC DL 10.10l PSF 4 —ENG APPLY CONNECTORS TO BOTH FACES RT EACH JOINT►MO LOCATE RS kITH PROPERLY ATTACHED FLYV000 SHIMMING, TOT.LD. 47.0 PSF 0/R LEN. 15-8-0 SHOVN.BERRIM.WtOTHS ARE R'NOMIWL UNLESS OTHERYISE SHOWN. iO=CHORD WITN RIGID CEILING OR BRACING fICSIGN STFINDFADS CONFORM WITH APPLICABLE PRUUIIIONB OF RS SPECIFIED ON DESIGN. 00 NOT USE THIS OUR.FAC. 1.33 PITCH 5.0/12 .NDS Ata IPCT 62! I. DESIGN S(TH FIRE RETARDANT TREATED LUMBER. G q CF O O C7 . IPI - TRUSS PLATE INSTITUTE NDS -NATIONAL DESIGN SPECtFICRTION FOR VOW CONSTRUCTION SPACING 2q.01 TYPE JOBT SK 18/189 TOP CHORD 2X4 SO. PINE #2 KD 15X TC X—LOC L—RT 01.29 7.17 13.37 BOT CHORD 2X4 SO. PINE #2 KD 15X WEBS 2X4 SO. PINE 03 19X BC X—LOC L—Rt 0.29 7.17 13.37 RT. BLOCK 2X4 SO. PINE *2 KD 15% REFER TO DRAWINGS A103 AND A1814R FOR OVERHANG DETAILS. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP -T-M.DOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWIWG 138' FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " 4X4 12 5.00 s.00 r/—' 3X6 2X4 2X4 1X3 3X LLLLLL R-6154 V— 3.50" R-61511 V- 3.50' 7-2-0 6-6-0 13-8-0 0 R 2 SUPPORTS PLRTE TYPE--RLPINE SEON--148625 FURNISH R COPY 0 THIS DESIGN TO ERECTION CONTRACTOR NEW 13.1.5 gm-E-O.Sw CM c p a o a 8If FLPtNE ENGtNEEREn PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE DESIGN CRIT REF CM o Tao IMPORTANT** SHPLL NOT SE RAE5OlMT6LE FOR Fw ORNING IN HANDLING. ERECTION In DEVIATION FROM THESE SPECJFICRTIONS OR ANY DEVIATION FROM 6RRC1NG.SEE -BIIT46•,tERRCim ROOD YmE5t ITC LL 30.0 PSF DRTE o C= t= T= THIS DESIGN OR MY FAILURE TO GUILD THE TW16S IN CONFORPFWE COMMENTARY AND AECOMMENORTIONS-TPI). SEE C= C= a o WITH THE 'DUALITY CONTROL MANUAL-BY TPI. ALPINE CONNECTORS THIS DESIGN Fat ADDITIONAL SPECIAL PERMA- TC OL 7.0 PS DRVG = t= � a ARE MF4URCTLREt1 FROM 20 GWIGE GALVANIZED SIEEL tRLESS RENT•ARCING,REOUIREMENIS. UNLESS OTHERWISE LPI N o OTHERWISE SHOW, MEETING REOUIREAENTS OF RSTn A446 GRACE A. SHOWN, TOP CHORD SMALL SE LATERALLY BRACED BC OL 1 0.0 PSF 4 -ENG !Y'PLY CONNECTORS TO BOTH FACES AT ERC%JOINT AND LOCATE AS VI114 PROPERLY RTTRCAEO PLYWOOD SHEATHING, TDT.LD. 47.0 PS 0/R LEN. 13-8-0 SHOVN. BEARING WIDTHS ARE 4-NOMINRL UNLESS OTHERWISE SNOYN. BOTTOM CHORD WITH RIGID CEILING OR SWING TRUSS `� OESIGN StAWNDARD6 CUIFORR PITH P14NUCRBI.E ►RONISIoae of A5 SPECIFIED ON DESIGN. DO NOT USE THIS OUR.FRC. 1 .33 PITCH 5.0/12 *NOS RIO •TPI (PCT). DESIGN WITH FIRE RETARDANT TREATED LUMBER,a t= a 0 o a TPI - TRIAS MniF IN4ntuIF NnS • MTInNnL DESIGN S"CAFICATION FOR WnTO CONSTRUCtIfX SPRCING 24.0' TYPE 18/188 TOP CHORD 2X4 SO. PINE •2 KD 15X TC X—LOC L—R) 0.29 6.27 11.88 17.50 23.12 28.73 34.71 BOT CHORD • 2X4 SO. PINE •1 DKD 15X WEBS 2X4 SO. PINE *3 19X BC X—LOC L—RI 0.29 11.88 23.12 34.71 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." t 5X5 5X5 1 .5X4 1 .5X4 5X5 5.00 / 5.00 2X6 2X6 5X9 5X9 R-161811 Y— 3.50' R-161BB Y— 3.50' 17-6-0 17-G-0 35-0-0 OYER ,,Z S PPORTS rPLATETYPE,--RLPINE SEON--146397 FURNISH R COPY OF THIS DESI TO ERECTION CONTRRCTOR REv Ia.I.s SCALE-0.18TS RLPINEENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CRRE� = Q #*IMPORTANT** sHRLI NFTRE RESPONIOLE FDR RNY VRRNING IN HRNOLING, ERECTION PM DESIGN CR F C= � DEYIRtION FROM THESE SPECIFICRTIONS OR MY DEYIRTION FROM BRRCING.SEE -BWT-Y$-,IBRRCING SOW TRUSSES: TC LL 30.0 PSF ORTE /02/88o THIS OESIpI OR RR FAILURE 70 BUILD TIE TRUSS 1N CD)FORFRNCE CORMENTRRT RND RECgWENOAT(0N5-"1PI). SEE[= O PITH THE 'OIIRLITY CONTROL MRIRIIIL'BY TPI. RLPINE CO)RIECi0R8 iH18 DESIGN fOR RWITIONRL 6►ECIRL PERMIT- TC OL 7.0 PSF ORVG C� t= RRE MFWRIFR TUREO FROM 20 GRUGE GRLMNIZEO STEEL UNLESS NEXT OWING REWIREMENTS. UNLESS OTHERWISE I COTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM 1499 GARDE R. OHM, TOP CHORD WILL BE LRTEMA•LY SRPGED BC OL 10.0 PSF 4 -ENG RPPLT CONNECTORS TO BOTH FRCES RT EACH JOINT RM LOCATE RB WITH PROPEI�T RTTRCFED PLYWOOD SHEATHING, TOT.L0. V.0 PSF 0/R LEN. 35-0-0 SOWN. BEMING WIDTHS RITE 4'NOMINAL UNLESS OTHERWISE SOWN. BOTTOM CHORD WITH RIGID CEILING OR OWING SS o DESIGN SIANOMOS CONFORM WITH WPLICRSLE PROVISIONS OF RS SPECIFIED ON DEIGN. 00 NOT USE THIS OUR.FFC. 1.33 PITCH 5.0/12 .NDS FMO.TPI IPCT). DESIGN WITH FIRE RETRRORNT TREATED LURRER. o C C= .•-IPI - FRUSS PLRIE INSTITUTE NOS -MTIONFL DESIGN SPFCIFICRTION FOR WOOD CONSTRUCTION SPRC I NG 24.0� TYPE 40 SK 18/188 TOP CHORD 2X4 SO. PINE #1 DKD 15X TC X-LOC L-RI 8.29 5.32 8.36 1.1 .41 14.45 17.50 20.55 80T CHORD 2X6 S0. PINE ♦1 DKD 15X 23.59 26.64 29.68 34.71 WEBS 2X4 SO. PINE #3 19X. EXCEPT AS SHOWN BC X-LOC L-R1 8.29 5.32 8.36 11.41 14.45 17.50 20.55 23.59 26.64 29.68 34.71 1W1-2X4 SO. PINE *2 KO 15% : PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. REFER TO DRAWINGS A183 AND A184R FOR OVERHANG DETAILS. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." r' V� 7X6 2.5X4 2.5X4 SX5 2.5X4 2'5X4 2.5X4 2.5X4 5X5 12 1 5.D0 5.00 r3.00 2.5X4 3.00 la 2X9 2X9 1z 2.5X4 10X10 12 1 .5X3 2_X9 2.5X4 2.5X4 2X9 1 .5X3 2.5X4 2.5X4 R-16189 V- 3.59" R-16169 Y- 3.50' 17-6-0 17-6-0 17-6-0 17-6-D 35-g0-0 rPLRTE TYPE--RLPINE SEON--148399 FURNISH R COPYOF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.1.5 9cfa -0.IRISNiL.PIIEENGINEERED PRODU;TS, INC. TRUSSES REQUIRE EXTREr1E CARE q � � o **IMPORTRNT** SNRLLNUTK RESPONSIBLE FDR RNr uRRNING IN IRiIOLtN6, EREcrION RND DESIGN CRIT REF 02/ _ � DEVIATION FROM THESE SPECIFICATIONS OR MY DEVIATION PROM SRRCING.SEE -BIR-M-,DIRACtw VOW TRUSKSt TC LL 30.0 PSF ORTE0 o WITH TTHIS O EIGN OR"OUALITVCONTROL M"ftFAILURE 70 'LD THE By TPPIT SINE CONNECT EDaSTHHIS"DESIG FFOR TTBRY AND "�i�sPE M PERMa TC OL 7.O PSF ORVG �/ Oo CU [� ARE MRNIFRCTURED FROM 20 GRIM GALVANIZED STEEL UNLESS WENT BRACING REOUIREMENIS. UNLESS OTHERWISE o LPIN t� OTHERWISE SHOWN, MEETING RMtREIIENTS OF ROTA 8446 GRRDE R. SHOWN, TAP CHORD oftL BE LRTERPLLT TIRRmo 9C OL 10.0 PSF 4 -ENG 0 o APPLI CONNECTORS TO BOTH FACES AT EACH JOINT POO LOCATE AS WITH PROPERLY RTTRCHEO PLYW000 S►ERTHING, TOT.LD. 47 V.O Ps 0/R LEN. 35-0-0 SHOWN. BEARING Y10iHS FOE 4-NOMIWiW.UNLE59 OTNFRVISE SHOWN. BOTTOM GIRIRO WITH RIGID CEILING OR BIIfxIWRr = TRUSS �' DESIGN SrRNDAROS CONFORM WITH APPLICRBLE PROVISIONS of IWI SPECIFIED ON DESIGN. DD Nor USE THIS OUR.FAC. 1.33 PITCH 5.0/12 •NDS MO•TrI IPC i1. DESIGN WITH FIRE RETAROOIT RERTED LUMSEIt. 0 0 0 0 0 0 ...TPI - TRUSS PLRIE INSIIIUTE NDS -NRTIONRL DESIGN SPECIFICATION FOR WUOD CONSTRUCTION SPRC ING 24.0 ITYPE CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT 0wner166 J.Lq S- Cn- �--�` AddresS6 � �,1. ------zip phone ' - Architect 1 __ cAddress_, L_ _ tC._-_____ziF�1cLS0 phone Contractor --------------Address--------------------zip______phone_______ --- Contractor`s License number.................expiration------------ Lot_50') Block or Section ______Subdivisiond; 4 _____Zoning________ Streebetweer�6 .Ay_____and_ 1��_--------side_-- '____- Type Construction4E-------No. Units----------No. Fireplaces - --------- Purpose of Building_JZ1 _ Est. Valuation Utility Method - Water .. - Sewer_0—L__ Dimensions - Buildin 1 Lot � _ o_ Size Footings g ___________ --- Sz. Piers Sz. Sills Greatest Span Sills ------------ ---------____ --------------- Sz. Ceiling Joists--------- Distance on Centers--------- Greatest Span_______ Sz. Floor Joists ---------Distance on Centers---------Greatest Span_______ Sz. Rafters _________Distance on Centers---------Greatest Span_______ Method of Heating-----------Solid or Filled Ground___--------Roof____ 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 -Signature Contractor Contractor-------------------------Date ----------------- page 2 JAN 14 1988 Building and Zoning 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 /— - Y Applicant's Signature-,'K ��i ✓u_c�-�-2 ---------------------------------------------------- Department Use Required Lowest Floor Elevation ----------------- As Built Lowest Floor Elevation ----------------- Survey Filed with Building Department ----------- ----------------------------------- Building Department Representative page 3 BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: Building Contractor: Ted Truscott Building Permit Number: 9428 Address: 289 Magnolia Street Legal Description.- Lot 503 Section 3 Saltair 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 .....5in�gle Family________ Lowest Floor Elevation: ---------- XXXXXX ---------- ---------- required built n/a Sales Tax Certificate: -------- __ __C — ----- date su mitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief --------------- --------------- --------- Public Works --------------- --------------- --------- Planning Director _______________ --------------- _-___---- Building Inspector ------- ------ 301503 MAP SHOWING SURVEY OF LOT 503, SALTAIR SECTION NO. 3, AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. /G�G.A1041A SrRedo r �► o J N ^� J� 5574�o I � � % GWi 501 00 �tAsati�y Q pT 5°Z FodND.�tT/ON G (CovC. 5�/<. sIAILYj Q •c'� $� v, �rwoa x If/rs IS 14 Bcuvr44lJ� sv�P✓Ey. I ,M �t/O Bus_Di c/G E5 rte/C 776A/ ay Pc rr "ES /.✓ /S -ri(E' •4�Q� of 4<1-V1 <, e- F ooi✓,..c% B�' ft'GbD /Gtf{OS 4VXV'5A i /G 19,1-0283 GUifi OA11TY �/bf/EZ 1Vb- /Z w 7S 1 HERESY CERTIFYTO: QAC,<S A1I000E FtbeZ14L THAT THIS SURVEY MEE'T'S THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS; PURSUANT t0 SECTION 472.027 FLORID) STATUTE$ AND.4H. A. DURDEN ADMINI TRATION CODE. CHAPTER 2I HFI- FLORIDA 'ASSOCIATES tNc. cZmezja ILOIIIOA RKsi-i* qlD Rvtvow No. 7 LAND SUkVlYORS - \11�6 SIGNED FEIJA/Q� Zg yS '88 pon omoo Box SM70 1103 South Third StreetSCALE: • .leaceonvine Basch.Fia+a. 32250 .. ...... /a 2P THIS SURVEY NOT VALID UNLESS THIS PRINT Is EMSOSSED WITH THE SEAL OOr THE AIIOVE SIGNED. mod ; /�'Gos S r� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030600 Date 6/21/05 Property Address . . . . . . 289 MAGNOLIA ST Tenant nbr, name . . . . . . REPLACE AH Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- TRUSROTT, ROBIN W. OCEAN STATE HEAT & AIR 289 MAGNOLIA STREET t 1476 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . REPLACE AIR HANDLER Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4Qh, $Ak--Jr BUIL OFFICIAL• J ' CITY OF C`�� r��Gartic �►'eaek-j�a�,�ida // C ; Office of Building Official r/CDS t ~ REQUEST FOR INSPECTION ._ � , Date /—� /+o C-) PermitNo. / v Time A.M. Received PM District No. Owner's &��JobAddress ocality Name ctor BUILDING CONCRETE E ECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final Sewer ❑ Fire Place ❑ �Y FOR CTION Pre Fab Cyt A.M. Mon. Tues. ed. / ,//' Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy Date f CITY OF rticeacic- � 9 �' Office of Building Official fQUEST FOR INSPECTION Date � Permit No. ` Received PM. istrict No. Tod AddressLocality Owner's Name Contractor CONCRETE ELECTRICAL PLUMBIN MECHANIBDN Footing ❑ Cv oug ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Lintel Cl Final ❑ Sewer Cl Fire Place ❑ READY FOR INSPECTION Pre Fab Mon, Tues. Wed. Thurs. riday Inspection Made 4-11- Inspector , - Final Inspection❑ Certificate of Occupancy Date � z $j\ ■ ¥9 � a r � � � k ■ � ! ? t . � COO O ## t . . k � � £ o MSao, $ $kk 2 & � � # CA #$ \ \# % - o �f �. #$ O CITY OF 4th �- Office of Building Official t / REQUEST FOR INSPECTION �4y ' �� Date 1 � " �J Per No. Time A.M. Received P.M. District No. I f Job Address Locality Owner's Name r BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing D Rough ❑ Air.Cond.& Re Roofing ❑ Slab 0 Temp Pole LY Top Out i] Heating Lintel D Final C3 Sewer 0 Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. Tues. Wed. ur& fYt? Friday P.M. Inspection Made — —d d Inspector Final Inspection 0 Certificate of Occupancy Date CITY OF "&6 Office of Building Official REQUEST FOR INSPEMON Date____- -G U Permit No. Time R Received __ _ eK District No. Job Address V locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING I f MECHANICAL Framing ❑ Footing CI Rough Wiring ❑ oug 3' Air.Cond,& 0 Re Roofing L1 Slab O Temp Pole 17 Top Out C Heating Lintel d Final C] Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon Tues, Wed. Thurs. Frida7 SAN 2 911988 PM, Inspection Made �, PM. Inspector ;---A K ERBER Final Inspection G Certificate of Occupancy Date CITY OF Office of Building Official �,rtt REQUEST FOR INSPECTION Date ( � Permit No. Received A.M. District No. Job dress i�7(y, Locality Owner's Name Contractor BUILDING �CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing D / Rough Wiring C� Rough O Air.Cond.& D Re Roofing Ll Slab 6' Temp Pole Cl Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place El READY FOR INSPECTION Pre Fab A.M. Mon tj Tues. Wed, Thurs. Friday P.M. A.M. Inspection Me UR PM. inapectar ° Ah Final Inspection 0 Certificate of Occupancy Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date......... 92 —k"? Permit No. 9 rimeA.M. Received 30 PM, District No. Job Address Locality Owner's L-,� Nam Contractor BUILDING <�DN�CRE� ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing Rough Wiring 17 Rough Air.Cond.& Cl Re Roofing El Stab El Temp Pole 'El Top Out 71 Heating Lintel 0 Final 0 Sewer 0 Fire Place 0 READY FOR INSPECTION Pre Fab M Mon. Tues Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final Inspection 0 Certificate of Occupancy Date 1 CITY OF f 1&44ft Office of Building Official REQUEST FOR INSPECTION Date Permit No. Rmceived F.M M.. District No. Job dress Locality Owner's Name �,��y"G,cS E Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Ci Footing Rough Wiring 0 Rough d Air.Cond.& L Re Roofing ❑ Slab D Temp Pole r Top Out ❑ Heating Lintel D Final Sewer a Fire Place 0 READY FOR INSPECTION Pre Fab A.M. Tues == Wed. Thur(s�6 Friday P.M. Inspection Made V71 Inspector Final Inspection O Certificate of Occupancy Date CITY OF i'Q&4ft&' BW04-99doU'44 Office of Building Official REQUEST FOR INSPECTION Date ) Permit No. t Time A,M. Received P.M. District No. Job Address / Locality Owner's Name !!! v`— r ontractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole C Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPEC A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M. Inspector Final inspection 100� ✓ ... �^y�� / Certificate of Occupancy✓ Date 4�'ff► CITY OF � �. 4&4e& Office of Building Official REQUEST FOR INSPECTION f j,•- Date I Y�j Permit No. Time A.M. Received PM. District No. Job dress locality Owner's Name G= Contractor �— BUILDING JNCRETE ELECTRICAL PLUMBING MECHANICAL Framing D n Rough Wiring E Rough El Air,Cond.& Re Roofing 01 Slab Temp Pole 71 Top Out Cl Heating Lintel 0 Final F2 Sewer Fire Place Cl READY FOR INSPECTION Pre Fab .�- AU W. Mon, Tues. Wad. Thurs. ,Friday A.M. Lr�'tJ�,rri Inspection Made P.M. �! Inspector Final Inspection 0 Certificate of Occupancy Date --------------- Trrttfiratr of (orrupattry CITY OF f�f�C 1?iQtls- ��0+lti��i ��rttr�mrrt# of +�ixil�itt� Jn��r#iun This Certificate issued pursuant to the requirements of Section 109 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 classification ' B)dg.Permit No. Group Type Construction.=. Fire District_ Owner of Building m.. Address_ �t Building Address 9n .. ..:'s Locality Building Official Date:— POST IN A CONSPICUOUS P"Ct Jun 20 05 09112a Ocean State A/C 904-249-8949 P• 1 fit�C o' 2- ,; CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Da Date: Property Address: rv� � �' �? t-&V., St Owner: :_ce1 'Tstcphunr fit: v2 3 E' Contractor: C)Ck—1C Q I C Telephone #: q Contractor Address- � �((� �,[l i r, t( Fax#: Ill cunside atiun of permit.givcn fur doing the wort:as described in the ahnvn statethunt,.ve liar"by agree ro perforut said wvtk illMXOM-InCe with the;tttached plans and specifications which are a pan hereof uod in,iccordanrc wide the City ol'Atlantic Beach ordinances and siundaids of good practice listed therein. Type of Heating Fuel: If other cutrstruccion is being done tats this building or site,list tltc building permit number: Lir- Llcctttic 114, O 0-;s: _,,,LP Natural -Ctntral Utility ❑ Oil --- a Other-5 echo MECHANICAL EQUIPMENT TO BE INSTALLF,D NATURE OF WORK: t1• ' HeatSpace _r\C%;%:ssL t -Tentral _F 100T �Rcside>ttiai Z- Air Can`ditiotautg: —Room /Icentral ❑ Duct Syswm: Material _Thickness ❑ Cottunerciat Maximum capacity cfnt 0 Re&igeration 0 New Building 0 Cooling Tower:Capacity spat 0 f;xi.sting Buildins 0 fire Sprinklers:Number ofHcads ❑ Elevator: _- Maulift Escalator (Number) O�Replacement of Existing System 0 Gasoline Pumps (Number) 0 Tanks �r(NUtt.tbCi') o New tttyttdiation 0 LPG Containers (Number) (No systern previously installe(l) U Unfired.Pressure vessel 0 Extension or Add-on to Rxisting.System 0 Boilers ❑ Gas Piping ❑ Othcr•Specify —_ 0 Other-Speei fy LIST ALL EQUIPMENT ,UR CUNDI'l'tUNOG,RLFIUGRRA'I'ION CQUI.PNLZNT&CONDENSOR'S Appro`'inG Number Unit Dmutiptiun Model N Manutil ure Tun's Agency AEATING-FURNACES,BOILERS.FIREPLt►C"4 AM KANDI,EIt'S AppCoving Numocr Unita Dcscriptiou Model# Manufactur�crr�.•y 13TU's Agjcn-y TANKS Nnt„iuul Capacity Type Liquid Serial_--Approving Hutu Nlttnv $ Dimensions Cotuained Manufacturer No. Cauu 800 Seminole Road • Atlantic Reach, Florida 32233-5445 Fliune: (904)1.47-58110 • Fax: (904) 247-5345 . h"p://www,ei.atlatitic•beach.R.us � 0� 2- CITY OF ATLANTIC BEACH :7 MECHANICAL PERMIT APPLICATION Ji3S Date: Property Address: Owner: %— Telephone #: 020 Contractor: 00sf--TCTE IC QIC Telephone #:EqQ-$E51 Contractor Address: 14-7(p Caw 21 ��_ Fax#: 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 City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: a- Electric 1u. ❑ Gas: LP _Natural -'r—entral Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Gr— Heat —Space _Recessed _Central —Floor 3 Residential r- Air Conditioning: _Room _/Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfin ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _- Manlift Escalator (Number) Replacement of Existing System Z1 Gasoline Pumps —(Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer .,�,, BTU's Agency TANKS Nominal Capacity Type Liquid M60 Approving How Many &Dimensions Contained cturFAXFn Agency 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.R.us IS 4 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J = ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 J3319 Application Number . . . . . 08-00001279 Date 9/17/08 Property Address . . . . . . 289 MAGNOLIA ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 9 fixtures ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ TRUSROTT, ROBIN W. TERRY VEREEN PLUMBING 289 MAGNOLIA STREET Q/A: TERRY LEE VEREEN ATLANTIC BEACH FL 32233 2934 POST STREET JACKSONVILLE FL 32205 (9 04) 384-5661 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 98 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/16/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98 . 00 98 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 98 . 00 98 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH r PLUMBING PERMIT APPLICATION 'Will," Date: a/� Property Address: D g Owner: 7 f Telephone#: Contractor: Telephone#: Contractor Address: � 3 y St 1 Fax#: �� Z- 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 City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type•• If other construction is being done on this building or site, ❑ New list the building permit number. Re-Pipe Number of Fixtures: �^ Bath Tubs l Showers .� Closets Shower Pans Dishwashers l Sinks Disposals _ Urinals Floor Drains ! Washing Machine Lavatory Water Sewer tl Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: �� X$7.00 + $35.00= 800 Seminole Road•Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http:l/www.ci.atlantic-beach.fl.us Revised .1/04 CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD _a } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031692 Date 11/28/05 Property Address . . . 289 MAGNOLIA ST Tenant nbr, name INSTALL FIXTURE Anni ; - ' ' PLUMBING ONLY TO BE UPDATED 0 Contractor ------------------------ DAVID GRAY PLUMBING INC. 8850 CORPORATE SQUARE CT. JACKSONVILLE FL 32216 (904) 744-7255 ---- ---------------------------------------- of Atlantic Beach ERMIT City -STOIR RECEIPT *** 1 CU Type. 0" �raw64162 Aper: ITH ReceipPlan Check Fee . 00 Date- t n09 21105 %1 p'ount Valuation . . . . 0 Quantity F DescriQt ti PERMITS BP . 1.00 ;107.00 Paid Credited Due - -------- ---------- ---------- BP 2BUILDIM PERM1T S55-042 . 00 . 00 . 00 7 . 00 . 00 . 00 21W LBI* PEWITS00 $55.00 42 . 00 . 00 . 00 $217.00 18208 Tender detail I217.00 CK 6ECK $217.00 Total to dent re Total . Tile: 8,30.55 Trans date' i,12110� g PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL Ciiy or _ OL4-ta nitAl � tragi_ tvt.Gi ne Ceacn, `:v im -^. •� a».'-E�'nr�: 70 _ _ pie, ter:, 252-"r-C _yPPLICA Fx PER? ' Ln Coisiez—a-vii 5or �e Iii"--7'1.')e6 M, lbe 3 e? i0 D �I'ul v'L CLCr'.: Ir accDr�anc SL7_ fa vIL=,mb nv regal ',ons; codes and C:" ^asp tune Beach ces. // �� Plurnbin,Firms: 1D C.f41 ago. State Ceraficaton Cr 6;7- .5`��a Nf,iwter's game and business ptAooe 1. Property c7wner's I`3me: wb`re work «-''u be p ruicd: _ y /l�&fA �'e �1 Rnidentia! , w fees for repipes are base: on job ccs-,) m*'�;; «• `' _Fixture replacerneur ba_lmu lavatores — m� a m 4C Z mo Z- t. i�Ii]ui S _ GOr isralLS t6 LO W hoseoibs_ Se e,tri: flu $.-pLt::F--a. k water softener Cu C-5Z a'L 'Ta , ��. !j c G iTIL A PER."vT—r HAS BEEN $ECLP—D. P'a as. 'amu spe� ca oy ad si p. of the si and l azicn o.a-, ` -S i an_d Y...,pin es, the z'�"r be-and i^ca-iGri:,t aE iL1mzes fir cccordande v%il1li secfi r 8-!vC o rile p'l=. irg code cf d e CiT.'I of Nepia ne B�acr)- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-Ar86 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 BUILDER: AND ADDRESS: b t PERMITTING CLIMATE 2 3 OFFICE: ZONE: 701 OWNER: 4PERMIT JURISDICTION I- fnN NO.: NO.: NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONED SO, GLASS AREA AND TYPE UNITS COVERED BYC 'FLOOR AREA FT. ADDITION ❑ THIS SUBMITTAL: � CLEAR TINT,FILM,SOLAR SCREEN SAVE OVERHANG MaFT SIPANE FTT PANFTSILE OMULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL LENGTH REPRESENTS A WORST CASE PORCH OVERHANG ❑. DOUBLE �❑S0. D PANEE �FFT.SQ. SINGLE-FAMILY DETACHED®' CONDITION: ❑ LENGTH FT. PANE �c�. .F NET WALL AREA AND INSULATION MASONRY R = FRAME RR STEEL STUD R = LOG R = FT ❑.❑ FOT 1/ I I FT ❑ FT ❑ CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED:WD 0 CON 0 R = D FT ��FTS" fT. FQ DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM IN UNCONDITIONED CENTRAL ❑ NONE ❑ ELECTRIC STRIP IrHEAT PUMP XrELECTAIC I ❑ SOLAR SPACE R = ❑ ROOM ❑ NATURAL GAS ❑ OTHER FUELS ❑ NATURAL GAS ❑ HEAT RECOVERY ❑�R ❑ PACKAGE TERMINAL El ROOM UNIT OR ❑ NONE ❑ OTHER FUELS El DEDICATED HEAT PUMP IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL SF/EF ❑.❑ SPACE R = HEAT PUMP EF = . SEER/EER = �.I� COP/AFUE = iJ-. NUMBER OF BEDROOMS = INFILTRATION PRACTICE USED �41 T F 1 ,315 e- X 100 ❑ #1 Z#2 ❑ #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS `--C'AeC-U'LAVED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with S io 553.907 F.S. ereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications c eyed by this Calc ar in compliance with the compliance with the Florida Energy Code.Before construction is completed,this Florida Energy C e. building will be inspected for c Bance in ac erdance�d 6ectio 553.908 F.S. OW A ENT: BUILDING OFFICIAL: �-, D DATE: 9A I SCRIPTIVE MEASURE Must be met or exceeded by all residences. COMPONENT SECTION REQUIREMENTS CHECK WINDOW$ 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 DOOR WOOD PANEL, IN5ULATED,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 v, 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 HEAT LOSS PIPES SHALL BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE. H WR HEADS 904.5 WATER FLOW MUST B RESTRICTED TON MORE THAN 3 GALLONS P R MINUTE AT 20 TO 80 P IG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES, DUCTS IN -CONSTRUCTION 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JOINTS T BE SEA HVAC CONTR LS 904.7 SEPARATE READILY ACCESSIBLE NAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. MlSULATlON CEILINGS-MIN.R-19. COMMON WALLS-FRAME R-1 1 OR CBS R-3, FRAME COMMON CEILINGS&FLOORS R-11. w' -1. SUMMER CALCULATIONS CLIMATE ZONES 1 2 3 ASE SINGLE-PANE DOUBLE-PANE SUMMER AS-BUILT GLASS x SUMMER c BASE W GLASS x SUMMER POINT MULT. OR SUMMER POINT MULT. x OVERHANG c GLASS SUMMER c AREA pT MULT. p IN c AREA CLEAR TINT* CLEAR TINT' FACTOR(98) SUM. PTS. N 0 17 1 38.3 N40.7 41.5 38.3 34.9 NE 57.7 NE 61.5 61.6 57.7 51.0 E 79.7 E 84.9 83.9 79.7 68.9 E 79.1 SE 85.4 84.3 79.1 68.8 S 66.2 S 73.2 72.7 66.2 58.2 + SW 79.1 SW 85.4 84.3 79.1 68.8 W 79.7 W 84.9 83.9 79.7 68.9 W 57.7 NW 61.5 61.6 57.7 51.0 H' 66.2 H' 290.2 250.1 267.0 195.3 H C9 COND. TOTAL BASE I BASE ADJUSTED AS-BUILT .1 rJ x FLOOR + GLASS = ADJUST. x GLASS = GLASS GLASS AU I AREAFACTOR I SUBTOTALBASE SP SUBTOTAL .15 1 14410 1 W2..l 1• BASE SUMMER AS-BUILT COMPONENT AREA x BASE SUMMER= SUMMER COMPONENT AREA x POINT MULT. = SUMMER DESCRIPTION POINT MULT. PIT DESCRIPTION (9C THRU 9G) POINT EXTERIOR .9 1 • AD AC NT .7 ' 3 EXTERIOR 7.7 t ADA NT 2.9 UNDER ATTIC -j OR SINGLE .6 v ASSEMBLY BASE CEILING AREA EQUALS FLOOR AREA UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. 1 SLAB -37.0 OC RAISED - 3.99 J U. FOR LAB-ON- RADE USE PERIMETER LENGTH AROUND CONDITIONED FLOORA FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. 1 INFILTRATION 8.0 1 112.Ipp USE TOTAL FLOOR AREA OF CONDITIONED SPACE. 1 TOTAL COMPONENT BASE SUMMER POINTS 1 LO r T TALC PONENT A - UILT M R P INT BAWCOOLING 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 = OOLINGSYSTEM MULTIPLIER POINTS P INT UM.PT . 9H 9K 9L INT.46 �l� /S 3 /-/ . 3S • f g NUMBER BASE BASE AS-BUILT NUMBER AS-BUILT AS-BUILT AS-BUILT HOT OF x HOT WATER = HOT WATER HOT WATER OF x HWM x HWCM = HOT WATER SWATER YSTEM BEDR MS I MULTIPLIER POINTS C. BEDROOMS 9M 9N POINTS 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 WINTER POINT MULTIPLIERS (WPM) 9B WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 12 3 OH RATIO .0-.11 .12-.17 .18-26 .27-.35 .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+ 1 SINGLE PANEGLASS t 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 t 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 .6750 .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 t3cc S 1.0 .95 .92 .84 .74 .60 .46 .29 1 .13 1 -.24 -.54 -.67 LU DOUBLE PANE GLASS En I 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 t 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 SE/SW 1.0 .93 .90 .82 .72 .61 .51 .40 .28 .03 -.19 -.40 t S 1.0 .96 .94 .87 .78 .67 .55 .41 .27 -.04 -.29 -.40 SOH LENGTH* 0 ft. 1 ft. 1'h ft. 2 ft. 3 ft. 31h ft. 02 ft 51h ft. 61h ft. 91h ft. 14 ft. 20 ft.+ *iTo select by Overhang Length,no part of glass shall be more than 81ft.'below the overhang. OVERHANG RATIO= OH LENGTH OH HEIGHT �L H L H a� H 9C WALL WINTER POINT MULTIPLIERS(WPM) FRAME CONCRETE BLOCK FACE BRICK LOG INTERIOR INSULATION EXT.INSULATION R-VA UE WOOD FIR WOOD NORMAL WT. LT. WT. NOR. WT. 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 1 5.7 4.2 4.8 4.3 3.9 26&UD 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 ADJ10&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 4.6 4.4 19-21.9' 2.0 10-10.9 3.2 R-VALUE DROPPED EXPOSED 26&U 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 9D DOOR WINTER POINT MULTIPLIERS(WPM) 30-379 1.2 19-25.9 2.0 21 &U 1.3 1.3 3 &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&Up 7.0 - 7&Up 2.9 19&Up 1.4 9G INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICEWPM R-VALUE With Return W/O Return (See Table 9P) Air Duct Air Duct 4.2-4.9 1.14 1.10 PRACTICE a 1 10.9 5.0-6.6 1.12 1.08 PRACTICE a 2 7.4 6.7&Up 1.09 1.06 PRACTICE a 3 4.1 DUCTS IN CONDITIONED SPACE 1.00 1.00 -5 SUMMER POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS(SOF)For single and double pane glass. CLIMATE ZONES 12 3 11o. 0 H RATIO .0-.11 .12-.17 .18-.26 27-.35 .36-.46 .47-.57 .58-.70 .71-.83 .84-1.1 1.19-1.72 1.73-2.73 2.74+ 1 N 1.0 .94 .91 .87 .83 .79 .76 .72 .69 .63 .56 .50 M 1 NE/NW 1.0 .94 .91 .86 .80 .75 .71 .67 .63 .55 .48 .42 LU o E/W 1.0 .95 .92 .86 .80 .73 .68 .63 .57 .47 .39 .31 SE/SW 1.0 .93 .90 .82 .74 .66 .60 .54 .47 39 .32 .27 1 S 1.0 .91 .86 .77 .68 .60 1 .54 1 .51 .45 .39 .35 .31 SOH LENGTH* 0 ft. 1 ft. 11/2 ff. 2 ft. 3 ft. 31h ft. 1 41h ft. I 5Y2 ft. 6Y2 ft. 9%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 TL H L 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 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 A I In 8 13- 18.9 1.5 .6 7-10.9 .7 .5 .6 .3 .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& 6 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 -6.9 3 .7 R-VALUE EXT AD a` � , :: ` . 10&U 2 7&Uo 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 F CEILING TYPE 2 &U 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 IF 26&Up 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 -35.7 7&Up 19&U - .9 913 INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Return W/O Return (See Table 9P) SPM Air Duct Air Duct 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 CALCULATIONS CLIMATE ZONES 1 2 3 FZ BASEiWINTER BASE Z SINGLE-PANE DOUBLE-PANE WINTER AS-BUILT Z GLASS x POINT = WINTER Uj GLASS x WINTER POINT MULT OR WINTER POINT MULT. x OVERHANG = GLASS c AREA MULTIPLIER POINTS c AREA CLEAR TINT" CLEAR TINT" FACTOR(9B) WI TS. N 7.3 4L 41 N S7 1 13.8 13.6 7.3 8.1 •/ NE 4.6 NE 10.7 10.5 4.6 6.0 E - 9.2 E - 3.8 - 3.6 - 9.2 - 5.7 E -22.7 SE -18.1 -17.5 -22.7 -17.3 y! S -28.4 / S -24.0 -23.0 -28.4 -22.3 • Ciro Z SW -22.7 SW -18.1 -17.5 -22.7 -17.3 W - 9.2 W - 3.8 - 3.6 - 9.2 - 5.7 NW 4.6 NW 10.7 10.5 4.6 6.0 H' -28.4 H' -67.6 -59.1 -57.7 -45.0 5 GOND. TOTAL BASE BASE ADJUSTED AS-BUILT .15x FLOOR - GLASS = ADJUST x GLASS = GLASS GLASS AREA I AREA I FACTOR I SUQIO16L BASE WP S BTOTAL .15 r v COMPONENT BASE WINTER BASE_ COMPONENT WINTER AS-BUILT x POINT MULT. _ .WINTER DESCRIPTION AREA x POINT MULT - WINTER DESCRIPTION AREA 11 9C THRU 9G POINTS EXTERIOR 2.2 a ADJACENT 3.6 3 EXTERIOR I APO 1 15.4 1 491 ADJACENT J1 13.3 0 � • 1 UNDERATTIC 1.2 -4 OR SINGLE 1.271 W ASSEMBLY 1.2 BASE CEILING AREA EQUALS FLOOR AREA UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. v ¢ SLAB I ISO 8.9 t foO 0 RAISED .96 FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR.I FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. v 42 11 INFILTRATION 7.4 - USE TOTAL FLOOR AREA OF CONDITI NED SPACE. v TOTALPNET BASE WINTER POINTS I &4W 7 1 1 TOTAL COMPONENT AS-BUILT WINTER POINTS 1 ]�_•� 'i i' BASE1 HEATING 1 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 I ��POOINTS POINT WIPTS. 9H 91 9J POINT N BASE BASE BASE TOTAL AS-BUILT AS-BUILT I AS-BUILT TOTAL J COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER c AS-BUILT I.C POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS Fr P. From P.2 Enter on P.1 From P.2 From P.2 Enter on P.1 (ams z�04 /lze/v79f 1A a40/ 1 ai ' 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- 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 HSM .56 .52 .48 .45 .42 .40 .38 Electric Stri 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 HEATING SYSTEM MULTIPLIERS Attic Radiant Barrier HCM .98 Multizone HCM •90 Natural Gas AFUE .60-64.64 .65-.69 1 .70-.74 .75- .79 _.80 .84 HCM .54 .50 .46 .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 1 9.4 9.9 10.4 10.9 1 11.4 11.9 &U CSM .44 .43 1 .40 .38 1 .36 .34 1 •.32 1 .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 BTU1H 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 CREDIT ULTI LIE CC Bilin Fans .86 Multizone •90 Gross 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 .84-85.85 .86 .87 .88 .90 .91 .93 .94-.96 .97&UP Resistance HWM 4183 4081 3984 91 3803 3678 3560 34 0 Natural Gas EF .48-.49 .50-.51 .52-.53 .54-.55 .56-57.57 .58-.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 TYPE HOT WATER CRE XT MULTIPLIERS Solar Water Heater SF .1 .2 .3 .4 .5 .6 .71 .8 .9 1.0 HWCM .9 .8 .7 1 .6 .5 .4 .3J .2 .1 .0 With Air-conditioner Heat Pum Heat Recovery Unit* HWCM .62 .58 Dedicated Heat Pump EF 2.0-2.49 2.5-2.99 3.0-3.49 3.5& U HWM .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 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 PRESCRIPTIVES ON TABLE 9A. PRACTICE# COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls and Floors Too plate penetrations sealed. Infiltration barrier installed. Sole late/floor'oint caulked or sealed. Exterior Walls&Ceilings Penetrations ioints and crack on interior surface caulked sealed or asketed. Ductwork Ductwork in unconditioned space must be.sealed. Fire laces Eguipped with outside combustion air,doors and flue dampers. Exhaust Fans EguiRped with dampers. Combustion devices see 903.2ft 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 FOLLOWIN : ilin s Infiltration barrier installed. Interior Walls Toa plate penetrations sealed gr' ints&cracks on interior walls caulked,sealed or gasketed. Recessed Li hts Sealed from conditioned space&insulated from ventilated attics aces. 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 903.2ft -6-