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Permit 2326 Fiddlers lane CITY OF ATLANTIC BEACH r S, r } 800 SEMINOLE ROAD ;r ATLANTIC BEACH,FL 32233 r. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000590 Date 4/29/09 Property Address . . . . . . 2326 FIDDLERS LN Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 12890 ---------------------------------------------------------------------------- Application desc REROOF FL 183 . 9 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ NAPIER, DENISE THE HAGERTY CO. 2326 FIDDLERS LANE 3749 QUINBY ISLAND CT. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 819-5545 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 12890 Expiration Date . . 10/26/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL i t NOTICE OF COMMENCEMENT State of ��ZL�A Tax Folio No. County of ADO Oy A-L--. To Whom May Concern: The un geed hereby informs you that improvements will be made to certain real Property,and in accordance with Section 713 of the Florida Ptatutos,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Dcs�iption of property being improved: Address ofOroperty being improved: 23 -LL-P R I ---� LA-K�E- A'.—(-" E C'�-t -3 General d*nption of improvements: I1..(� /S-e q�r S �L �-�� " Owner:�� ��Q t L E - Address: 2 a z�p l.� 1 �� L- "�1�G Owner's inf erect in site of the improvement: /kfua tiT—cc- lb 04- EC Fee Simples Titleholder(if other than owner): Name: Contractor �-�`-1 E 1�l/�is �--t`� C O m P�`L,� / 'UL'.- Address: t -EA-) _ 9 0 "�Ili Z L � Z D 1 T�lephone No.. LCl �.��5 FaxNo- LCI �S Surety Of apy) Agdress: Amount of Bond S Telephone No: Fax No- Name and*ddress of any person maldng a loan for the construction ofthe improvements Name: PoneNo: FaxNo: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served- Name: Address: T41ephone No: FaxNo• In to himselt owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713 ),Florida Statues. (FBI in at Owner's option) N�ne: Address: Telephone No: Fax No: Expiration(date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified):l � Doc#2009099989,OR BK 14857 Page 291, Number Pages:1 OWN= Recorded 04/29/2009 at 09:58 AM, f JIM FULLER CLERK CIRCUIT COURT DUVAL Signed: Date: COUNTY Beforem l day of OLin the Coun of Duval,State RECORDING$10.00 OfFlori=Personally Pers pally apPeared Notary Public at Large,State of Florida,County of Duval. My commission expires: - JL4 Illy, ,Y,P„,� LEIGH ANN ZAGRAY Personally Known: r ,o” °e�% Notary Public State of Florida o 24,2010 Produced Id Catton: Ir i to C • =_My Commission Expires Aug y —=� - ( - "rq �c Commission#DD 588723 '' 4� °`' Bonded By National Notary Assn, J CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT Filil 14F�I Tt�l rmi um er: ress: ZPermit Type: PLUMBING ATLANTIC BEACH, FL 32233 ass of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Date Issued: 3/15/2002Name* LS } Total Fees: 74.50 Address: 2326 FIDDLERS LANE Amount Paid: 74.50 ATLANTIC BEACH, FL 32233 Date Paid: 3/15/2002 Phone: (000)000-0000 ork Uesc: RL-PIFIE Mom 1101 NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Oper: DERYLE Type: OC Dearer: 1 Date: 3/15/82 81 Receipt m: 42278 14 PERMITS-BIIILDIN6 1 $74.58 58 AT "BUIL TK DIECI S e. 1645 ($744551 t trans dates 310M Ita; . 1 CITY OF ATLANTIC BEACH APPLICATION FOR PLM1MXNG PERMIT JOB LOCATION: OWNER OF PROPERTY: TELEPHONE NO. 2 Z 737 PLUMBING CONTRACTOR ,/leo CONTRACTOR' S ADDRESS : _i/0-3 P)k � aZ, STATE . LICENSE NUMBER: TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW p SINKS r SHOWERS 3 LAVATORY / WATER HEATERS BATH TUBS DISHWASHERS URINALS f DISPOSALS ?� CLOSETS (- WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST ,FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: 1'7 X $3 . 50 + $15. 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: Wl"i, INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT Permit Number: 23661 Aaaress: Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Date Issued: 3/15/2002 ame: MAKIMAN Total Fees: 67.50 Address: 106 SARATOGA CIRCLE S. Amount Paid: 67.50 ATLANTIC BEACH, FL 32233 Date Paid: 3/15/2002 Phone: (000)000-0000 -VTor Desc: - W NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. aper: GERYLE Type: OC Drawer•. 4 Date: 3/15/92 81 Receipt no: 14 PERNITS-WIL)i 1 %7.586e4mz, 4 AT NTIC B CH BUILDING DEPT. Trans nweber: CK CHECKS 1645 (67.58 Trans date: 11611 S131l CITY OF ATLANTIC BEACH APPLICATION FOR PLUMING PERMIT JOB LOCATION: 6� ��� OWNER OF PROPERTY: (� 1 /�u' �Q�- TELEPHONE NO. PLUMBING CONTRACTOR 0/1JR�� CONTRACTOR' S ADDRESS : �/03 /�,r ?!L iZcl& STATE LICENSE NUMBER: /?2-0Z TELEPHONE: �- HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS ( SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) 2- 3 �� �- OTHER C / 'uy l TOTAL FIXTURES: x $3 . 50 + $15 . 00 �J v MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: �1 SIGNATURE OF CONTRACTOR: l ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 � �� � / .:, i _.�- �.� �� ,__ .r _.. .. i� --�s l� -�� 1 i� '"��_"� _� ____.� �' �, � } L— �i� f � � �.�.�- � ��= 3 1wUrtif tratr of COrrupaury CITY OF Erparm uInt of uilding koppru m This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard i 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 New Residential Bldg.Pern*No, 9400 Group Type Construction Frame Fire District_ Atlantic Beach OsvncroCBuilding eYHomesof Florid,�rcu440-B Third St, N.B. 32233 i BuildingAddreas 2326 Fiddlers Lane L,,lity____OCeanwa1k Rene' Angers ar:______ Qdmg Oficial Date: PM IN w corcuwuous pec � r I I i t BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: Building Contractor: Key Homes of Florida Building Permit Number: 9400 Address: 2326 Fiddlers Lane Legal Description : Lot 65 Unit I Oceanwalk 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 Single Family ----------------------- Lowest Floor Elevation: 9.751 ---------- ---------- ---------- required as built n/a Sales Tax Certificate: ----------------------- date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief --------------- --------------- --------- Public Works Planning Director --------------- --------------- --------- Building Inspector --------------- CITY Or A`i"L,AATIC BEACH, .FLORIDA APP.'dby APPLICATION FOR EVCYRICAL PERMIT i t TO THE CHl_F ELECTRICAL INSPECTOR: DATE: 1 19 IMPORTANT NOTICE: h I IN CC14SIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY !'GREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WI-IfCH r,RE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. i f , ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE 1 JOLja��E.Y{,IAN NYE_ � ADDRESS: �VLrS RFD _BOX-.----- BLDG.SIZE BETWEEN: RES. ( 1 APT. ( 1 COMM,( ) PUBLIC ( ) INDUS. ( I NEW ( 1 OLD ( ) REW. ( ) AODIYION ( 1 TRAILER( ) TER1P. ( SIGNS ( ) SQ.FT. _ SERVICE: NEW( ' 11 INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AN1PS UO COPPER ( ALUM. fx)�_ (�•f�O SWITCH OR f -,EAKER Qd AMPS � PH 3 W I�$UVOLT r� RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL_ RECEPTACLES CONCEALED OPEN _ 9 .rOTAL 0.90 AMPS. 91-1J0 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. - OVER I APPI !AW.I=sICC!.Y. ---- LTRANSF.AIR H.P. RATING H.P. RATINGCONDiTiONiNG A10TOR OTHER NIOTG7S AMPS CEIL HEAT: KW-H:AT 0-i OVER MOTORS H.P. VOLTAGE Phs NO. 1 H.P. VOLTAGE MISCELL.4k%FOUS T'ANSFORMERS: UNDER ;300 V. ' OVE.i E C a V. PLANS REVIEW CHECK LIST 16 t ,l -. Contractor . ) Legal Description; d,__. -� ___-_ _ ,/�' ,+1 - License Number ,___ License on File ,"YES NO Section 24-101 * Zoning Regulations Zoning District __ _ Proposed Use _f_ Lot Si l L t A Required Lot Size I�0 f Actual uZ 1%QX D.(1f��j(I '7U' q _ ------ -- ----�-- Setbacks Required Provided / Section 24-17 front _ rU __ __4/4 !' CORNER LOT iINTERIOR'LDM�> rear r Flood Zone side-1 Required Elevation__ ,,_f� _ side-2 Max. Height Allowed___`;____ Proposed Height__/5 Section 24_82 * Minimum Lot Coverage Required Heated Area _00 Proposed Area r_�_, �l� _- Section 24-161 * Offstreet Parking Number Spaces Required-_ 1-5L_ Spaces Provided____ Section 24-82 * Duglicate Buildings Is there a similar building within 500' of proposed building?YES (ANO ,' Utilities Water and sewer service is to be provided by: l Buccaneer Utilities _____ City of Atlantic Beach Utilities _____ Private Source SEPTIC TANK WELL Plans Reviewed b ��"� �. k�-kt'� °�� '�' °" Date Building Permit #__�______ ISSUED DENIED Address o 6 �— U l,) ! 7- 1 V C %�N 1+�4 c�(X _ o�3 `� �' S��3_p = 9a (� Heated Square Footage @ $ er sq ft $`�_ Garage/Shed @ $ I �• ,�� Per sq ft Carport/Porch 3 / `� @ $ (� er sq ft Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valtiation 1st $ �` $ (� "5 RemaincTer Valuation / 3 per thousand or ortion thereof ., -------------------------------- -----------, Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + z Filing Fee $ X 32 Mechanical Fireplaces @ 15.00 $ )-5- 00 Plumbing ✓ BUILDING 1 PERMIT FEE $ 3 7 9.JZ� Electric/New -------------------------------------.------------ Electric/Temp Septic Tank BUILDING PERMIT $ ,3 9� / Well WATER METER CHARGE $ C'S O (0 Swimming Pool SEWER IMPACT FEE $ 163-5- () d WATER IMPACT FEE $�S D Sign Water Connection MISCELLANEOUS $ Sewer Connection `� $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES 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 SERVICE SINK TRAP STAND --WATER CLOSET, LAVATORY & BATH ~~(8) TUB OR SHOWER STALL (6) , ---WATER CLOSET VALVE __L)__WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _L_BATHTUB/SHOWER ' (2) _ URINAL WALL LIP (4) SHOWER GROUP PER HEAD t3) FLOOR DRAIN (1) -0 -SHOWER STALL DOMESTIC (2) ,____LAUNDRY TRAY (2) __ (__LAVATORY (1 ) ,,_COMBINATION SINK AND TRAY (3) ____WASHING MACHINE (3) _ POT, SCULLERY SINK (4) f DISHWASHER (2) WASH SINK EACH SET OF _ -- ---FAUCETS (2) 0___KITC){EH SINK (2) ___;_DENTAL LAVATORY ( 1) _____KITCHEN SINK WITH WASTE GRINDER (3) `--__DENTAL UNIT OR CUSPIDOR (1) BIDGET (3) URINAL STALL, WASHOUT (4) _U__FLUSI(ING RIM SINK (8) _____COMBINATION SINK AND TRAY WIT -,,rr�� � FOOD DISPOS. (4) _ v _URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) __DRINKING FOUNTAIN ( 1/2) _„Q__LAVATORY, BARBER/BEAUTY SHOP (2) _---LAVATORY, SURGEONS (2) SURGEONS SINK (3) __ ( -ICE MAKER (1/2) TOTAL FIXTURE UNITS @ $10. 00 EACH �_--�--------------- ' JOB INFORMATION f ) CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT I—Nev Owner�J:7 N Ails (� .1Address 44nl� NE(AVMC-U APN _zip 3Z'Z_3; _phone 'Z47�7Z` Architect Address _zip______phone ------------------ ----------------___ ------- Contractor V-e^ {-kite (FLA Address E A -------zip......phone Contractor's License number Ce,cCX;3%i7 expiration_C�/3GLs`t ----------- ----- Lot Block or Section t Subdivision-� ---- mkk�AUC Zoning�S_`____ ------- ---------- ---------- Street RDOU5 S L&ae bet ween1d_k. c_,L,_j,z,I and �n.�,.�.�a Jrcct, 1�,r side Type Construction S=�A -------No. Units 1 _No. Fireplaces_4_ Purpose of Building_VE-s«OC�Anat - --------Est. Valuation S � ------------ - -------------- Utility Method - Water_01tt-(_-------- Sewer--0-11`-(- - ___ �' Lot_���L3-3------Size Footings_ JL Dimensions - Building K�S;..W.J - jy�,`;.�, _________ Sz. Piers /)1119 ---s Tr,�y_Distance on Centers_j4";____Greatest Span_______ Sz. Floor Joists __IlLa...Distance on Centers__rVlnGreatest Span_I(Lq__ Sz. Rafters 12cLP Centers Span � _______ Method of Heating f �1._.___Solid or Filled Ground_-FjAo Roof 3t'0 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. lb Signature Owner ____________Date_1 3� Signature Contractor & Date_l � page 2 JAN 61988 Building and Zoning FLOODPLAIN DEVELOPMENT INFORMATION Type of Development:____________________________________________ Flood Zone:-- ! , 11 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 i 27937 METRO GRAPHICS,IACMONVILLE,FL CITY OF ATLANTIC BEACH No. 0235 FLORIDA January 9 1988 NAME Key Homes of Florida ADDRESS 440-B Third Street CITY Neptune Beach 32233 1335.00 TL. PAID 1335.000KTO 2M 1A 1 / 14/80 Water Impact Fee #43-343-3700 ' -gk1CACG JAN I4 �g$ Sewer Impact Fee #43-343-5200 13 :4_35 $215 21 $1,9�5.qq14/80 Water Meter #43-343-3300 $85.00 Itfol $1,335.00 Lot 65 Unit I Oceanwalk 2326 Fiddlers Lane THIS RECEIPT SERVES AS A WORK ORDER. TAKE RECEIPT TO PUBLIC WORKS DEPT. TO SCEIEDULE WORK. 1200 SANDPIPER LANE. When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER i DEPARTMENT OF BUILDING 9400 ,! CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 379912 T i 1 Date JanUAXy 9 19 88 3713•I EMT[ I I /t 4/8 Valuation$ 104,236.20 Fee$379.12 9 14 0 ,KrA 94 Ir I /14/01 This permit not valid until above fee has been paid to City Treasurer,and is I OhCi subject to revocation for violation of applicable provisions of law. This is to certify that Key Homes of Florida CGCO03828 440-B Third Street N.B. 32233 I has permission to build SINGLE FAMILY I i Classification New Residential Zone RS-1 Owned by Key Homes of Florida Lot 65 Block Unit I S/D Oceanwalk House No. 2326 Fiddlers Lane According to approved plans which are part of this permits% „ NOTICE—ALL CONGRE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS I AFTER DATE OF ISSUE 4 10 4 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 either con- tr, or owner. t ing Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER i PLUMBING ELECTRICAL SEWER WATER .. 'stissa UTILITY SERVICE AGREEMENT (Water and Sewer) TIIIS AGREEMENT entered into this 9th day of January , 198 8 , between the City of Atlantic Beach a Municipal corporation, hereinafter called "City", and Key Homes of Florida , a , 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 65 Unit I Oceanwalk refer to acreage, plat engineering 2326 Fiddlers Lane 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 ' '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 the cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4. 1111 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. 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 water 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 eacic 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 Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into' tile ' 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 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. Tile 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 eneineer_ i 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 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 PUU'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 11¢ 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 i F 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 per 3/4" x 5/8" meter E. I£ 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 prgvided 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 exnire- i 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 $215.00 ; and C. Sewer plant capacity charge upon the execution of this Agreement, a total of '$1',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 D. Construction water based on meter readings in accorda►ice 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 $ . . . . ' ' 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 cliarge 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 ho 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 cone ect 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 on 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, 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 vn 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. • C 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 lit 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, . F. A hill 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 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 tl)e 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 naptiry for the wntPr nnri/nr CPwP.r cvctan. ..+� ------- -- y 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: P ' DevelorWr Witness City -of 7m4aalle Be h Witness d KEY HOMES 2341 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program--Residential Poing System Method Version 1 . 05 March , 1987 Department' of Community Affairs Printout Submitted in "lieu of Form 90OA-86 ___-_.�e PROJECT-NAME : ---_wW-- � PERMITTING OFFICE : AND ADDRESS : ( r2 ? / I� CLIMATE ZONE : 1 2 /3~ BUILDER : PERMIT NO . : OWNER : JURISDICTION NO . : BUILDING OFFICIAL COMPONENT VALUE CHECKLIST WINDOWS Double Clear Total Area : 348 . 5 WALLS 1 . Ext Frame--FaceBrick Area : 1236 . 0 R-Value : 11 . 0 2 . Ad,j Wood Frame Area : 247 . 0 ___._____________ R--Value : 11 . 0 CEILINGS 1 . Under Attic Area : 2341 . 0 R--Va 1 ue : 30 . 0 FLOORS 1 . Slab-on--Grade Perim : 203 . 0 R " Va 1 ue : 0 0 �---__________ -- DUCTS _.._______-___.. Uncond . Space Length. ALL. R-Value : 6 . 0 COOLING 1 . Central A. C . SEER - 8 . 50 HEATING 1 . Heat Pump COP : 2 . 70 HOT WATER Bedrooms : 4 1 . Electric EF : 0 . 90 INFILTRATION Practice : 2 Conditioned Floor Area : 2341 . 0 AS BUILT POINTS / BASE POINTS * 100 EPI 45013 . 0 46326 . 6 97 . 2 GLASS TO FLOOR ,AREA RATIO 0 . 1489 PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) ** COMPONENTS SECTION REQUIREMENTS WINDOWS 904 . 1 Maximum of 0 . 5 CEM per linear foot of operable sash crack . ------------------------------------------------ EXTERIOR & 904 . 1 Maximum of 0 . 5 CFM per sq . ft . of door area . ADJACENT DOORS Includes sliding glass doors , solid care, wood panel , insulated , or glass doors only . -------------------------------- EXT . JOINTS & 904 . 1 To be caulked , gasketed , weatherst.ripped or CRACKS otherwise sealed . WATER HEATERS 904 . 2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and 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 and heated pools must have covers (except & SPAS solar heated) . Non-commercial pools must 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 PIPES systems . In such cases , piping heat loss shall be limited to 17 . 5 BTU/H/Linear Ft . 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 CONSTRUCTION 904 . 6 standards & local mechanical codes . Ducts in Unconditioned space must be insulated to minimum R--4 . 2 & joints must be sealed . MVAC CONTROLS 904 . 7 Separate readily accessible manual or automatic thermostat for each system. CEILING INSUL . 904 . 9 Minimum R--19 . ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS REQUIREMENTS PRACTICE 41 Comply with Infiltration Prescriptives in above: table . PRACTICE 42 Comply with Practice 41 and the following . -------------------- Exterior Walls & Floors Top plate penetrations sealed . Infiltration barrier installed . Sole plate/floor joint caulked or sealed . Exterior Walls & Ceilings Penetrations , joints and cracks on interior surface caulked , sealed , and gasketed DuctWork Ductwork in unconditioned :space must be sealed . Fireplaces Equipped with outside combustion air , doors , and flue dampers . Exhaust Fans Equipped with dampers . Combustion devices see 903 . 2 (f ) . Combustion Appliances Provided with outside combustion air . In Accordance with Sec . 553 . 907 F . S . , I Review of the plans and specifications I Hereby certify that the plans and covered by this calculation indicates specifications covered by this calcu- compliance with the Florida Energy lation are in compliance with the I Code . Before construction is completed Florida Energy Code . I this building will be inspected for compliance in accordance with Section 55:3 . 903 F . S . OWNERAAGENT : -------------------------- I BUILDING OFFICIAL. : _ 11- GATE: _______________w.._�._......_.._w..___.w___�.._..__�.__- DATE : _._.__.._ /_ / � 1__�-___w__-____.__.-_.._ SUMMER CALCULATIONS BASE =-_ _= AS-BUILT GL.ASS.____. ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------- N 103 . 1 38 . 3 8948 . 7 D8 CLR N 28 . 1 38 . 3 0 . 84 744 . 8 DBL CLR N 80 . 0 38 . 3 0 . 86 2644 . 3 NE 8 . 3 57 . 7 478 . 9 DBL CLR NE 8 . 3 57 . 7 0 . 82 391 . 5 E 87 . 6 79 . 7 6981 . 7 DBL CLR E 26 . 2 79 . 7 0 . 72 1495 . 9 DBL CLR E 40 . 0 79 . 7 0 . 85 2708 . 3 DSL CLR E 8 . 3 79 . 7 0 . 82 541 . 0 DBL CLR E 13 . 1 79 . 7 0 . 72 747 . 9 S 55 . 0 66 . 2 3641 . 0 DBL CLR S 48 . 0 66 . 2 0 . 75 2396 . 8 DBL CLR S 7 . 0 66 . 2 0 . 75 349 . 5 W 86 . 2 '79 . 7 6870 . 1 DSL CLR W 46 . 2 79 . 7 0 . 82 3011 . 2 D8 CL.R W 40 . 0 79 . 7 0 . 77 2469 . 3 NW 8 . 8 5'7 . '7 4'78 . 9 DBL C'L.R NW 8 . 3 57 . 7 0 . 82 391 . 6 ----------------------------------------------------------------------------------- . 15 x GOND . FLOOR / TOTAL GLASS == ADJ . x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------- . 15 2341 . 0 348 . 5 1 . 008 22399 . 4 22569 . 7 ( 17892 . 2 AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS WALLS____..-..-__-_._ � Ext 1236 . 0 0 . 90 1112 . 4 Ext Frame--FaceBr-ick 11 . 0 1236 . 0 0 . 40 494 .4 Ad,j 247 . 0 0 . 70 172 . 9 Adj Woad Frame 11 . 0 247 . 0 0 . 70 172 . 9 DOORS----------- Ext __________Ext 39 . 0 7 . 70 300 . 3 Ext: Wood 18 . 0 7 . 70 138 . 6 Ext Woad 21 . 0 7 . 70 161 . 7 Ad,j 17 . 0 2 . 90 49 . 3 1 Ad,j Wood 17 . 0 2 . 90 49 . 3 CEILINGS----------- � UA 2341 . 0 0 . 60 1404 . 6 Under Attic 30 . 0 2341 . 0 0 . 60 1404 . 6 FLOORS-------_-__-_.___ Slb 203 . 0 --37 . 00 -7511 . 0 Slab--on--Grade 0 . 0 203 . 0 -41 . 20 -8363 . 6 INFILTRATION—------- � 2341 . 0 8 . 00 18728 . 0 Practice 42 2341 . 0 8 . 00 18728 . 0 TOTAL SUMMER POINTS 36826 . 2 30679 . 1 TOTAL. x SYSTEM - COOLING TOTAL x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ( COMPON MULT MULT MULT POINTS ---------------------------------------------- 36826 . 2 0 . 46 16940 . 1 1 30678 . 1 1 . 102 0 . 400 1 . 000 13527 . 2 d WINTER CALCULATIONS --= BASE =__ __- AS-BUILT GLASS__.._---------.- � ORI:EN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS N 103 . 1 7 . 3 752 . 6 DBL. CLR N 23 . 1 7 . 3 1 . 23 207 . 8 DBL CLR N 80 . 0 7 . 3 1 . 20 701 . 1 NE 8 . 3 4 . 6 38 . 2 DPL CLR NE 8 . 3 4 . 6 1 . 43 54 . 5 E 87 . 6 --9 . 2 -805 . 0 DPL CLR E 26 . 2 -9 . 2 0 . 24 --57 . 0 DPL CLR E 40 . 0 -9 . 2 0 . 59 --217 . 9 DPL CLR E 8 . 3 -9 . 2 0 . 51 --38 . 7 DPL. CLR E 13 . 1 -9 . 2 0 . 24 -28 . 5 S 55 . 0 -28 .4 --1562 . 0 DBL CLR S 48 . 0 -28 . 4 0 . 85 -1164 . 6 DBL CLR S 7 . 0 -28 . 4 0 . 85 169 . 8 W 86 . 2 -9 . 2 -793 . 0 DBL CLR W 46 . 2 -9 . 2 0 . 51 -215 . 7 DBL CLR W 40 . 0 -9 . 2 0 . 39 -145 . 2 NW 8 . 3 4 . 6 38 . 2 D81.. CLR NW 8 . 3 4 . 6 1 . 43 54 . 5 . 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS . 15 2341 . 0 348 . 5 1 . 008 -2332 . 0 -2349 . 7 - 1019 . 5 AREA x BWPM POINTS i TYPE R--VALUE AREA x WPM = POINTS WALLS------_--__.__._ Ext 1236 . 0 2 . 20 2719 . 2 Ext: Frame--FaceBrick 11 . 0 1236 . 0 3 . 50 4326 . 0 Adj 247 . 0 3 . 60 889 . 2 Adj Wood Frame 11 . 0 247 . 0 3 . 60 889 . 2 DOORS------------ Ext 39 . 0 15 . 40 600 . 6 Ext Wood 18 . 0 15 . 40 277 . 2 Ext Wood 21 . 0 15 .40 323 .4 Adj 17 . 0 13 . 30 226 . 1 Adj Wood 17 . 0 "13 . 30 226 . 1 CEILINGS---------- UA 2341 . 0 1 . 20 2809 . 2 Under Attic 30 . 0 2341 . 0 1 . 20 2809 . 2 FLOORS--__---__-__ Slb 203 . 0 8 . 90 1806 . 7 Slab--en-Grade 0 . 0 203 . 0 18 . 80 3816 . 4 IN FI L.TRAT10N 2341 . 0 7 . 40 17323 . 4 Practice #2 2341 . 0 7 .40 17323 . 4 TOTAL WINTER POINTS 24024 . 7 28971 .4 TOTAL. x SYSTEM - HEATING TOTAL. x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 24024 . 7 0 . 59 14174 . 6 28971 . 4 1 . 000 1 . 102 0 . 520 - 1 .000�w � 16607 . 1 WATER HEATING BASE =-_ __, AS-BUILT = NUM OF x MULT - TOTAL DESCRIPTION EF CAF' x MULT x CREDIT = TOTAL BEDRMS RATIO MULT 4 38013 . 0 15212 . 0 Electric 0 . 90 1 . 000 3719 . 7 1 . 00 14878 . 7 SUMMARY --= BASE -- ( --= AS-BUILT COOLING HEATING HEATING HOT WATER TOTAL_ COOLING HEATING NOT WATER TOTAL POINTS + POINTS + POINTS - POINTS POINTS + POINTS + POINTS POINTS 16940 . 1 14174 . 6 15212 . 0 46326 . 6 13527 . 2 16607 . 1 14878 . 7 45013 . 0 * EPI = 97 . 2 CITY Or Al"LANTIC BEACH, FLURIDA gPP.'�.dby APPLICA710'64 FOR EV".CYRICAL PERMIT TO THE Cali_F ELECTRICAL INSPECTOR: DATE: � - � 19 IMPORTANT NOTICE: i 1 IN CC'�SIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY l'GREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH i,RE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC LEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE J0Ujt_r-EYh_',IM Nr.` E—��s. ADDRESS: a3 ,atoRFD BOX------ BLDG.SIZE BETWEEN. e .�, RES. (HCl APT. ( 1 COMM. ( ) PUBLIC ( ) INDUS. ( 1 NEW ( ) OLD ( ) REW. ( ) AODI/PION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW 4C INCREASE ( 1 REPAIR ( ) FEE CONDUCTCR SIZE � � O AMPS _ COCA COPPER ( ALUM MVITCH OR fi -.EAKER AMPS PH 3 W (alCV0LT `�- RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN _ TOTAL_ RECEPTACLES CONCEALED OPEN TOTAL - 0.80 AMPS. 31-1J0 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0-100 AMPS, - OVER _ BELL TRANS AiR H,?. RATING H.P. RATING CONDITi3 CG'S°?.MOTOR OTHER MOTCRS AMPS CEIL HEAT: KW-HcAT 0.1 OVER —_ MOTORS H.P. VOLTAGE Phs NO. I H.P. VOLTAGE PHS MIFCELL.^`�EOUS T"ANSFORMEPS UNDER 300 V. ' " O Jkl, 6:0 V. �_� -4-c+ L s C)t� DO Ndt w-LIT 'RUSSES kPr�+as ANY UNAUTHORIZED MODIFICATION WILL VOID ALL RESPONSIBILITY Of TRUSS MANUFACTURE .���PrnAGJ y 4 I� 5 14TBACK/I ' I W*NNiMG REGARDLESS CEWILL T OFFAULT.. WITHOUT PBE RIOR NOTIFICATION BY CUSTOMER WITHIN 48 HOURS AND INVESTIGATED BY -,T,_._____ V �� H. J. GRANGER 6 SONS, INC. N1 NO EXCEPTIONS ICY - 05� Z�o -8wC OMP40116 _ - - -- -_..-- -- ---- 71 1 ---- - 4 /5F-,-LU`> l3� OTh4;, FZ 2�'-8• Ism Vroducea by k41 — d. J. GRANGER & SONS, IN(- A-1 South Lane Avenue iib r 81-4116 Jack onville, Florido - r r - --- --',� - * r - �� I { 97 zLv'8' r� ?-�:,� Ir' c574 zs34�}- -- - N, 12Ar��> Somas 4{" C7A�j� - - \ IMPORTANTI THIS DRAWING MU%T 8E APPROVED AND RETURNED BEFOkE FABRICATION WILL vv• � G BEGIN. FOR YOUR PROTECTION CHECK . "- -----.--- ---`-----..... .------.- _ __.-__.. ---_--._-- ALL DIMENSIONS AND CONDITIONS. 1 BY DATE NO VALLEYS NO RETURNS JOB: 12461 KEY BLDRS. PLAN 2344 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X6 SO. PINE #2 KD 15X, EXCEPT AS SHOWN TC X-LOC L-R= 8.29 3.68 6.38 12.42 18.33 24.24 38.28 n SOT CHORD 2X6 SO. PINE #1DKD_: 15% 32.98 36.37 Y WEBS 2X4 SO. PINE #3 19X BC X-LOC L-R: --8.29- -6.-56i-T2.42 18.33 24.24 38.118' 36.37 tUn X71-2X4 so. PINE #2 DEN 19x _ 2 COMPLETE TRUSSES RECUIRED E==- RO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN FASTEN TOGETHER WITH 16D NAILS fil' PLATES E PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. TOP CH ------------------ 13" O.C. Co WEBS ------------------ 4" O.C. STAGGERED CD ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND BOT CH ------------------ 16" O.C. � OP'TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. NOTE: ( 1 ) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED CD _ EE. DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL. JOINTS. " - - FOR (2)-16D NAILS IN BOTTOM CHORD ONLY. ON CSI VALUES SHOULD NOT EXCEED 0.91' SINGLE CUT WEB *-TC: 1,11 ;2 ENDS:2,4,6,8, 18 CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED =IPURLINS SPACED AT A MAXIMUM OF 24" O.C. REFER TO DRAWINGS WIZ3 AND W19'4R FOR OVERHANG DETAILS. XTlx4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE #1 HIP IESIGNED TO SUPPORT 8'0" JACKS WITH NO WEBS. E UALLU SPACED. ATTACH WITH (2)8d NAILS. BRACING MATERIAL Q FOR THE HIP TRUSSES SPACED @ 24" O.C. BEHIND THE i'1 HIP, USE A SINGLE PLY TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE M1 HIP. EXTEND THE TOP CHORD OF EACH HIP TRUSS AND JACK AND CONNECT TO THE SUPPORT BY ERECTION CONTRACTOR. HIP RAFTER. ALL TOP CHURD EXTENSIONS OF HIPS AND JACKS MIST BE SUPPORTED Produced B y BY CRIPPLES @ 4' O.C. INTERVALS PARALLEL TO THE MEMBER. THE HIP RAFTER IS J. GRANGER & SONS, IN( TO BE SUPPORTED BY A CRIPPLE @ 518" INTERVALS PARALLEL TO THE MEMBER. BRACE THE FLAT TOP CHORD WITH 2x4 N3 HEM-FIR OR BETTER CONTINUOUS LATERAL 318o South Lane Avenue BRACING @ 24" O.C. FASTEN THE BRACE TO EACH CHORD WITH (2)16D NAILS. Phone .781-4116 �.. Jacksonville, Florida 56 312 56 312 56 26 14 14 26 TI 6.00 V * .Do 6 TI 312 58 28 58 312 26 6-6-3 23-7-10 36-8-0 OVER 2 SUPPORTS R-42858 V- 3.50 R-42B5# Y- 3.50" 'RTE TYPE--VOODLOC SEON--202651 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.2.8 SCALE - D.1875 C= ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE DESIGN CRIT REF -' �r IE*I M P ORTRNT*# SHALL NOT BE RESPONSIBLE FOR ANY DARNING IN HANDLING, ERECTION AND �'40- �7: C= OEYIATION FROM TNESE SPECIFICATIONS DR ANY OEYIATIDN FROM BRACING.SEE "SWT-76',(BRACING WOOD TRUSSES: at;1UN Q B'• TC LL 30,Q PSF DATE Q C= THIS WSISN OR ANY FRILURE TO BUILD THE TRUSS IN CONFDRMANCE COMRENTRRI TMD RECOMMENDRTIONS-#TPI). SEE �.•ASIFIt:'•.�p'. C= WITH THE -OIRILITY CONTROL MANURL'BY TPI. ALPINE CONNECTORS THIS DESIGN FDA ADDITIONAL SPECIAL PERMA- :Q, N Q' �j'. TC DL 7.0 PSF DRVG HCUSR159 86025002 iC7 p p p ARE MANUFACTURED FROM 20 GAUGE GALYRNIZED STEEL UNLESS KENT BRACING REQUIREMENTS. UNLESS OTHERWISE = # H0.34I9��T 5 BC DL 1 O.O PSF HC-ENG OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTA 8446 GRACE R. SHOWN, TOP CHORD SHALL BE LRTERFLLY BRACED = ♦ # APPLY CONNECTORS TD BOTH FACES RT EACH JOINT RIO LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, I : I= SHOWN. BEARING VICTIMS ARE R'NOMINAL UNLESS OTHERWISE SHOWN. -BOTTOM CHORD WITH RIGID CEILING OR BRACING •ti}�C 0 0* ;'•� IDT'LD. 47.0 PSF 0/R LEN. TRUSS pERIW�B"TP1RNpARpInCpFORII WITH APPLICABLE PROVISIONS SIGNEYITN�FIRE RETARDANT TRERTON DESIGN. 00�FD LUMBER SE •��FRfp ENG�.0; OUR.FRC' 1 .33 PITCH 6.0/12 a G c O p p wNDS •--TPI-TOM PLATE INSTITUTE NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION • •r'uuNaa SPACING SEE RBOVE TYPE HIPS-- w a ----- --- WEB NOTES ------ E=3 a c=1 C=J A c=3ca c a a s co 0 0 o co co 37 le' a" 37 18` 8" WEBSI 2X4 43 HEM-FIR, PIR-LARCH, OR a o GSTi �lTI�lj i� a o 36 38' a" 36 38' 8" 80. PINE--UNLESS OTHERWISE SHOWN a a o +qo 'p y GYM HIGHER GRADE WEB AND CLB REQUIRED 0 0 ro 0 ABOU( 47 148, 8" - _ WHEN SPANS EXCEEDi a A c=%a 46 42' a" 2X4 WEBB HP #1 1 SP 1-2-1 Q a A L P I E�:'A 1m A o ;I B*CLB�a1X CONT. LATERAL BRACE Q � o 48 48' a" ATTACH CLS TO EACH EB W!2-8D NAILS c� ��T 46 46' e" USS a ca .....r...�.� 45 38' 8~ 45 48' a" RLPINE ENGINEERED PRODUCTS;INC. M 34 to, a" t{ P.O. BOX 2225 - 24 42' 8" PMPRNO BERCNIFLORIOR 33061 k. 305-701-3333 LOCATE TOP CHORD OFF-PANVL SPLICE WITHIti-ItI,JgF.;?Jk*('iLBf1-POINT. DESIGN CRITERIA TPI Y TC LIVE LOAD o 38.8 PSP ` 3118' 8" J' ! .. Olq$, INCTC DEAD LOAD a 7.8 PSF g; 2/ 42' 8" BC DEAD LOAD - 18.8 PSF _venue TOTAL w 47.0 PSP .' DUR. FACTOR 1.33 SPACING 24.8" OC Jacksonville, 00fids so OVERALL OVERALL SPANS (2) 6.00 INE 2X4 TC 2X4 BC SS DEN KD 48' a" 48' 8" 68 DEN 16' 11" /8' a" 6 EQ. TC PANELS 8S KD 46' a" 48' a" 38 48' a" 34 48' a" 24 18' " 6 EQ. BC PANELS SS 44' 9" 48' 8" 8 MEASURED FROM 28 35' 8" 24 {2' 8" 14 46' 8" 37 48' 8" INSIDE SCARFS 41 DEN KD 46' 7" 48' a" 36 43' a" 01 DEN 45' 5" 48' a" 28 37' 7" •1 KD 41' 8" 48' a" 27 33' 6" 41 43' 1" l8' a" HIM B G SPAN {?` 02 DEN KD 43' 18" 48' 8" 02 DEN 42' 1" 18' 8" 118 48' 8" 48 48' 8" 48 48' a" 3.58" 48' a" 42 KD 41' 5" 48' 8" ?' 18 46' 8" 47 38' 8" 47 38' 0-1 fit 139. 5" 1 18' 8" rt LOADING SPACING 37 48' a" 37 48' 8" 36 38' 8" 36 38' 8" q7.0/1 .33 2q .0 Is 1113' 0" MRX Y PLRTE TYPE--Y000LOC 2X4I2_Xq PITCH "MISS 11fSE SKCiF[CRT IONS FOR LUIIUER fUMI TRUSSES REQUIRE EXTREME CRRE IN IF1Uq_INC � L+ D GENERRL NOTES nPINE CU1f1LC10R6 n+E fOLIOJJEO RNiI TIIE uRRNING ENECTION IM bRIZING. SEE "UUT•7G1 "t. ..•P: '�%j;-., i]CKI7S KK E].0712 INUGtkN INJILI IN Luo wr mi: V1111 'uNtITY GUN(ROL A(Mft' BY •lP! (0111CING MWD TNUGSEG: CLIMUNIRRY fm NEC(1t *Mf111UNS ?y�P� IIILRE SIIV1. BE NO U1IRNIWTIES OF IIJIS DESIGN EMPRESS OR IWLIEO. •TPil. SEE NITS OESIGN FOR RMI11LYJAL SPECIRL BRACING f ' fMPINE CUIYN"C11YIS ME nlwffichwU I'Ran 20 tal" GMVHNIIED STEEP REOIJ(IIEIICNIS. L114-ESS UIIEAWISE SIIOVN, TOP CIIOINI SJNUL f JGN �•� i M M N ` IJIMfKS O11NlWJ!4' UIIW1 IYEIING NEWIRDINT5 DI• 115111 R446 &WOE R. a LRIEwILI.Y WILED MITA PAOPENLY RIMMED PLYWOOD � '= SPANS TO 46 D ,a. IY'I'I Y I.UYN CUM!; 10 011111 FFCE6 RT EMU JDINI RHJ LUCRIE 116 UIVVW. 6UER1NING, 9011011 C110140 VIM RIGID CEILING OR BRRCING = w IJIINIAll WlUlle: 1YtL 4' NOItIML tNLLk56 0111ERU16E 611WIN. DESIGN RT IIIW(I111M1 OF 10 FEET 0. C. DO NO) USE 11116 DESIGN Ir I- ��- COPYRIGHT 1979 6888418 6TfwMUU>y CUIrfT. -fr11I-ITINUSS PIRTlE EROVISILIA OF INST INSTITUTE, "NOS77INTIIWO "ONRL DESIGN SPC•CFIRE IFICRTION FOR MOOD CONSINUCTION • �fFEDE�G�`J 4/27/79 DRAW# W424.188 YURNI8fI A COPY-01', TIIIS DESIG11 TO ERECTION CONTRACTOR W-MI-COMM 471k. -)Y* 70Y- '.24 c' JOB& 12458 KEY BLDRS. PLAN 2344 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR I :TOP, CHORD 2X4 SO. PINE ♦1 DEN 19X TC X-LOC L-Rs 0.29 6.68 12.51 18.33 24.16 29.99 36.37 cZ7 :,4OT CHORD 2X6 SO. PINE rl DKD 15X C NESS 2X4 SO. PINE •3 19X BC X-LOC L=Rs 0.29 6.68 12.51 18.33 24.16 29.99 36.3.7 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN F:5 COMPLETE TRUSSES REQUIRED F:5 1HE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. I , I _ -­_ AS EACH LAYER IS APPLIED ALL PLATES ARE TO BE CENTERED'ON THE JOINT, --LEF-T TO RIGHT'AND FASTEN TOGETHER_WITH I__-_16D. NAILS pap ,'TOP TO .BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TOP CH ------------------ lB" O.C. E DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOIHTS. " WEBS 4" O.C. STAGGERED tv BOT CH - 4' O.C. STAGGERED r_n O !NGLECUT WEB #-BCs5 ;2 ENDS:1,3,7,9 . NOTE: ( 1 ) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED O FOR (2)-160 NAILS IN BOTTOM CHORD ONLY. `- ARING BLOCKS-SAME GRADE AND SIZE AS BEARING MEMBER CSI VALUES SHOULD NOT EXCEED 0.90 $i'bD-S8-D8: 1 BLOCKS 11' LONG - 14 16d NAILS/BLOCK 2.`i36-08-8$sl BLOCKS 11" LONG - 14 16d NAILS/BLOCK CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. THIS GIRDER HAS BEEN DESIGNED TO SUPPORT; FROM ONE SIDE--26' 8" OF SPAN FRAMING TO THE BOT CHORD OPPOSITE SIDE-- 2' E'" OF SPAN FRAMING TO THE TC/BC SPLIT GIVING A TC LOAD OF 74 PLF AND A BC LOAD OF 593 PLF 410 Produced By I GRANGER & SONS, INC 45 29 29 45 1180 South Lane Avenue k ' 12 12 PhOue 781 4116 6.00 � Q 6.00 Jacksonville, Florida ' 45 45 545 45 46 56 46 45 45 36-8-0 OVER 2 SUPPORTS 'R-120299 V- 3.5D R-120299 Y- 3.50' PLATE TYPE--WOODLOC SEON--202649 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.2.0 SCALE -0.1887 R PINE EUGINEERED PRODUCTS, INC, TRUSSES REQUIRE EXTREME CARE l� pATRUSS pppp *EIMPORTRNT*f sHALL NOT dE RESPONSIBLE FOR AN; WARNING IN HANDLING, ERECTION AND \�`D�`N A.., DESIGN CRIT REF - T�HISATION FROM THESE DE5ICN OR RNT AIiILUIEITOCATIONS DR ANY BUILO THE TRUSSDINIATION FROM COIFORIRNCE COMIENTMTERIDWRECOMTIENDRT[ONSYDOD.TPI�RUSSEEEG�f) [�,P0, TC LL 30.0 PSF DATE WITH THE 001KITT CONTROL PFINUAL'BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA• TC DL 7.O PSF ORVG HCU5R159 88025001 RRE MAAUFRCTLRED FROM RO GAUGE GALVANIZED STEEL UNLESS NENT BRACING REGUTAEMENTS. UNLESS OTHERWISE � Lf OTHERWISE SHON1, METING REOUIREIENTS OF RSTM Rg96 GRACE R. SHOWN, TOP CHORD SHRLL BE LATERALLY BRACED 0.�4�9 = • BC DL J.O.O PSF HC-ENGAPPLY CONNECTORS TO BOTH FACES RT EACH JOINT ANO LOCATE AAS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, TOT.LD. 47.0 PSF 0/R LEN. 36-$-0SHOWN. BERRIND V107NS ARE•-NDMINAL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING •;DESIGN STF#QRDS COiFOR1 PITH APPLICABLE ►RTNISIONs OF As SPECIFIED DN DESIGN. DO NOT USE THIS f�,�•.�ORI'D.NDS ANO.TPI IPCT); .. - ''.,,,,ly . OUR.FRC. 1 .33 PITCH 6 0/7.2 �DESIGN WITH FIRE RETRRDRNT TREATED LUMBER. fq(p•EN�' •--TPI - TRIM PLATE INSTITUTE NDS - NATIONAL DESIGN SPECIFICATION FOR VDDO CONSTRUCTION '"'....�•..... SPACING SEE RBOYE TYPE COMM—— vv?I Iz467 KEY BLDRS. PLAN 2344 THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR TOP CHORD 2X6 SO. PINE #2 KD 15%. EXCEPT AS SHOWN TC X-LOC L-R% 0.29 3.66 6.38 13.33 25.28 22.96 26.37 OT. CHORD 2X6 S0. PINE #Z KO 15% G WEBS 2X4 SO. PINE s3 19X BC X-LOC L-R% 5.29 6.56 13.33 20. 10 26.37 cn 3 zxj Sp. PINE :2 DEN 19x 3 2 COMPETE TRUSSES REQUIRED E�----� NAME, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN FASTEN TOGETHER WITH 16D NAILS TPLATE CONTACT AREA OR SCARFED AREA OF WE8 MEMBtRS. TOP CH ------------------ 13" O-C- c WEBS._ 4" O.C. STAGGERED O L.PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND BOT CH ------------------ 16" O.C. o pPs,,TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. NOTE% ( 1 ) 1J2" DIA. THRU BOLT MAY BE SUBSTITUTED O EE.;DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. ' FOR (2)-160 NAILS IN BOTTOM CHORD ONLY. 0 i, CSI VALUES SHOULD NOT EXCEED 5.90 CLE CUT WEB •-TC% 1,7 ;2 ENDS%2,4,6 : :. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED F;ER:.TO DRAWINGS W103 AND W104R FOR OVERHANG DETAILS. PURLINS SPACED AT A MAXIMUM OF 24" O.C. FOR THE HIP TRUSSES SPACED @ 24" O.C. BEHIND THE #1 HIP, USE A x 113 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SINGLE PLY #1 HIP. EXTEND THE TOP CHORD OF EACH HIP TRUSS AND #ACED. ATTACH WITH (2)80 NAILS. BRACING MATERIAL TO BE SUPPLIED JACK AND CONNECT TO THE HIP RAFTER. ALL TOP CHORD EXTENSIONS OF lp ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. HIPS AND JACKS MUST BE SUPPORTED BY CRIPPLES @ 4' O.C. INTERVALS HIP DESIGNED TO SUPPORT 8'-p" JACKS WITH NO WEBS. PARALLEL TO THE MEMBER. THE HIP RAFTER IS TO BE SUPPORTED BY A CRIPPLE @ 5'8" INTERVALS PARALLEL TO THE MEMBER. BRACE THE FLAT TOP CHORD WITH 2x4 N3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING <_y @ 24" O.C. FASTEN THE BRACE TO EACH CHORD WITH (2)160 NAILS. Proau¢epd By 46 29 46 IL1.7 GRANGER & S0_7r, -, r 25 13 13 25I180 South lAae Av, * * T I alone 781-41 i t s.oD 6.0D ,Jacksonvill I P. T C• 5 29 55 29 25 6-6-3 13-7-10 6-6-3 <.. 26-B-0 OVER 2 SUPPORTS R-29564, Y+� 3.50 R-2960# W- 3.50" STYPE- VOODLOC SEON'-X20265! FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY I3.?.8 9t%ilE -0.2500 ItL►I►E HaRiINEERED PRODUCTS, INC: TRUSSES REDXIIRE EXTREME CARE DESIGN CRIT REF { ' c R� **IMPORR159--7484 Tt lY+� `I ftlL,W BE AESPONBIHRE Fat FwT WARNING tN HANOLING, ERECTION AND o R DEWIATIOk Nott t10WMATIONS OR PINT DEVIATION FROM BRACING.SEE `altT 76',I8RRCING WOOD TRUSSES: ; ,SON�'B9 TC LL 3[�.D PSF DATE O Q twit milk OR Oki'ip4ik TO WILD THE TANS$ IN CONFORf KE TAFmTARY IND REVDMMENDR7IDNS-s7PI). SEE 'V [�'•. O � GZ C WITH M'GURI.ITCONTM ff"I t'K.�yTPI. RR.PINE CONNECTORS THIS DESIGN FOR RDOITIOWL SPECIAL PERMA- •¢ �' TC OL / .0 PSF ORVG HCUSR151­7 AAE IMNLfRC AAM�FOOM.V ,GAUSB WVFWIZED STEEL UNLESS WENT BRACING REQUIREMENTS. UNLESS DTHERVISEc BC OL 10.0 PSF HC-ENG pR01tIo',AELTI:NQ AElYIIREAENtt Oi ABTA TKRS t.RRCE R. lRiDYN, TOP CHORD SHALL BE LATEAfIIT BRACED � . � s j • ; /' n APPLY COFes1< ;W_l.TD 80TK PAM RT EMN JOINT IBD LOCRTE ILS WITH PROPERLY RTTACHEO PLTWDOO SHERTHENG, �E" F"�1+ TOT.LD. T7.0 PSF OSA LEN. 2$ " t° ttrotaD#fCOWV IOW R.YJt i�PLICAWRE MDVfitON4 DF THERWISE SHOWN. iT CHOItQ�WtTH RIGIO ON DESICN tLI ND OR OO NQT USE THINS G �J 1j) . ,te .• «os TM•m IlCn:.. - ... DESIGNYITH-f-IRE RETRRORNT TREATED LUI�@EN. •• gtG\ •' DISR.FHC. .33 PITCH aC7 •--TPI-tRUSB KATE INSTITUTE NDS - NATIDNW.DESIGN SPECIF%CATION FOR VMD CDNSTRUCTII)N �' '"'„"..,, SPACING SEE ABOVE TYPE HIP "I" laa. WEB N0iE8 a A o o a a c o -' 36 36 ' .7,• ---•--'--• ------- - a 02 ra.,o'�ca a C=:cm 26 1l' !i• WEBS, 2X4 13 ItEN-mt, tIR-LARCII, OR ' o o p' a :CM - 1S )8' 8• _ 00. PINE. A o agttu�lt�tY�� o c� :> -- - UIOtIEA ORAnt WEB AND CLB MIJIRED A. o' cm c�tca W119l{ SPANS EXCEED i o o ALP I A:la2X WEBb 11 aT (r ta;c�• . ��' B• .B• C NT. LATCRl1L.DAACE c' � o`o•. . 5 I r17 C C B 0 A C ( H E B row, TRUSS A.. i` � 4S 3f ' 7• .� •. . ftPINE ENGINEERED PR0OMTB INC.' P.0.'80X 2225 ?_;� •:��+' ;�'t } PQtWfV10 8EA01FL0RI0A`:33081`¢ 15 36 , 7. 305-781.3333 14 3t7' 1• LOCATE TOP CHORD OPr-PANCL SPLICE WITUIN 6• OP PANEL 1/4-P0INT, DESIGN CAIIERIA "TPI ► '' 'Tc LIVT LORD • 3l:l.PE>r'�Jr! ,- 24 34 ' T• TC DEAD LOAD • . 7.1 PDT •�',.I Produced By SC DCAD LOAD ll.t• PS Al b GRANGER do SO INC. :o:AL i7.t..vai I DOQ. !!ACTOR 1.7`3:`'"i.:;. 1180 South Lane Avenue aPACINa 2i,1';: � ':• Phon4 781-4116 so • 0V8AALL• ems., f 6..QQ JBd $ aviE�, norida PINE . ,to VXi"4DC •:�. As D Eli 35, to 4 cA. �C' PANCL5 ee XD 341.11• 31!; ' 4 LQ. SC PANELS OD 31 : ♦• 7i . r 28 36 ' 7• 14 - 31: 7• HEABURED rR0M 1T ll ' 9• 11 3{ ' i• 17 36 ' 7• INSIDE SCAM #I DEN ID 35, 40 :391*7• 26 11 ' 1' 11 DBN 310 1• 31'.:'- 7' 25 26 ' 1Q• /f XD = A 11 320 7' .3i��.:t.' _ NIM PEG !2 DCN XD33� 1• '31x7• 47 3f' 7• 12 DEN 32' Y0 .317• 48 )6 ' 7• 16 31 ' e• 3.58' 361 1• 12 ID 311.'•'4• `31s. � 7• 47 ll ' lT• 45 31 ' VI /2 2!'J••3• 31� ' 7• y, .. 36 70 •`� : �.QApING'' SPRING 16 14' 8• is 3e' X7:0/133 °2�ltiQ ' 36' l" rlfl .. x• KIM ITPE--0000(X; PL`;�C.�:�? U&f5s D(is "CifICAJIDn FOR I.Ltt l NL TRUSSES REOUIRE EYIAM tlYlE 111 Inallt .;; '• s•,.. ' i � G�Rflt MTE5 nVINE clmi:10t6 nE FOLtoat� ntl 71E WIRNING txtcrloN.lua a)Rcnc. cEE vv1.7st 1 u, :, :r l Ko ' t ' ,,C .>� fKBS� .. 6.-:Q%12'z liaus wm Ix caroc wi Ylnl 't1 ilT CON= IV1l.R .IC 4rP1, Ioxicac Vcm infifivic ENTIAT Fro RECcn1f1l!Y1rI0116• �l ti� �• .: Ii[&C int u wo Y1mmairs,rf mis risirA rvuu cR in-wo. +Tr)). ut Tlitl OESICH TOn rob 1110tf1L VICIRL BMCI►C 3�u+rfb�T6 ^ ?�' ''i:i e t •' Nim, m4ccirxs nu nriticiw n From, m llltLE a>LYIN11fa 11M NWIREri'x18. ME$$ 01JURVISE il01IH IV Ciao QML •1 I aPANS YD•� U11 C.4 O11041% ULAAI .ri1:TINC PECU1111 JIM 4 RSIR 1)ssi CA110E R. UE- InTER1tL7 -11AWD VI N """Ll' �R11RC7(O IlTVow fl q sf'P*t t01101lu 10 Otslit frcrs Al [I,CN .OINI NO 10CM Ri gCvx. ViR1111W, 00110n CILHO VIM 11010 CEILI/C OR 1RRCUG' rtIY.1.G Y1Ouu AC 'A• ►tn1Nt wtcs Ont1NiYI iiDvs+. otiiCN R/ nuinitrw 10 im 0. C. no 1A1 L41 1N11 (iEi1Clr f lLOR)O.l �• COPYRIGHT.,-1373 r ' , 1lll8i« 111vQV" Cr)ID(AV IIN N".IrJWl'MvISIW4 OF 4!)r•71 IM •711.10 VI IN ilkr RE1rrOWT MAIN llu II. O,Jr ,` •• 1rI • TITUfs "it Ikirlim, WIS • )RTlan otsltx SrtCIfICAHOd 104 WOW COKSIRLCIION pito tN° s:;� i1.3'�1'"4l�=.,.�-�'t#1t�:#!tt �iL��`ro„• SEE DRAWING W310,015 FOR LEVEL CEILING FILLER DETAIL '' �.r ----'---- WEB NOTESr ) r,-:) c� r.-�f �L:: L=.: C�j c_t WEBSt 2X4 #3 HEM-FIR, FIR-LARCH, OR a 25 29110" SO. PINK. t CZ — HIGHER GRADE WEB AND CLB REQUIRED L=.J L7 L"3 L=) WHEN SPANS EXCEED: n ) i 2X4 WEBS IIF jer y3 ^I I � i NEp Cz may„ C= jfjz B"CLB•IX4 CONT. LATERAL BRACE o o Sym ATTACH CLB TO EACH WEB W/2-8D NAILS c� o ABOUT TRUSS a {{ 28'10" REPINE ENGINEEREq�PRO—DUCTSIINC. (18) PROVIDE FOR HORIZONTAL P.O. BOX 2225 MOVEMENT AT ONE SUPPORT P0MPHNO HERCHMFLORIOR 33061 305-761-3333 34 21' 9" LOC71Tt TDP CHORD OFE'-PANEL SPLICE WITHIpL PtW E1, 1 J4-POINT:• DESIGN CRITERIA TPI TC LIVE LOAD 30.8 PSI' 24 28'18" , GRANGER c. TC DEAD LOAD " 7.0 PSF GER V s(r\Ts� !� BC DEAD LOAD 10.0 PSF 11$0 South o 1 TOTAL 47.0 PSF Lane A%,.,rue DUR. FACTOR 1 .33 d SPACING 24.8" OC k (11 ,Ph,,one 781-4,,6 J `]6.00 "� :: aL�oavilL.2 , so . OVERALL SPANS PINE 2x4 TC 2X4 BC r_-- .-y------- - --_ _- -- � SS DEN KU 28' 18" 28' Ig" 3.00 SS DEN 28' 2" 28' 10" (10) 4 EQ. TC PANELS SS KD 27 ' 8" 28' 10" 4 EQ. BC PANELS SS 26' 11" 28' 10" 58 28'10" MEASURED FROM 47 27' 0" 13 28'18" 29 28`10" INSIDE SCARFS #1 DEN KD 28' 0" 28' 10" ' 28 28' 8" M1 DEN 27' 3" 28' 10" ' 27 24' 6" #1 KD 26' lid" 28' 10" 26 21' 1" — 41 25' 11" 28' 10" rr"ttc MIN BRG SPAN #2 DEN KD 26' 4" 28' 10" f2 DEN 25' 4" 28' 10" 46 28'10" 3.50" 28' !0" #2 KD 24 11" 28' 10" 45 23' 9" — #2 123' 9" 28' 18" E26 28, 18" LOADING SPACING 23' 9" 22' 3" 47.0/1 .33 24 . 0 ' ' MHX- PLRTE TYPE--YOODLOC 2X4/2X4 PITCH ? UNLESS THESE SPECIFICATIONS FOR LUMER PND TRUSSES REQUIRE EXTREME CIW.. IN IFVIUI ING, 44111.7( f7.W/J.UU�l2 GENERAL NOTES RPINE COMt7(C10R5 FK FOLLOWED HHD (HE WARNING ERECTION R10 BRACING. Sl[ _UWT•16' �h'7 S M��/ 4 T1\lJ�S HO 6 W a 6 Y ;TRUSSES BUILT IN CONfORMFUT WITH 'UM11 ITY CONTROL MMAIL.- BY .TPI, (EIRKING 11000 TRUSSES: COMENTRRY fW 111 -PIX1(IONS- THERE SILL tlE NO %I"RNTIES OF THIS IIESIGN EI(PRESS OR IRPLIFO. •TPI). SCE THIS 4ESIt:N FOR ROOI(IONni. SI'(I:1K 11RACING ceft IFICATE ALPINE LVIMECTUR9 ARE MRNJrRCTINED FROM 20 l UBi GRLVRNIZLO 5110. REQUIREMENTS. UNLESS 01JERWISE SIIDWN, 101' 01040 Sl1flt.L NO 911 SPANS TO 28' 10" ' F 'IM LSS 011EMISE SHOWN, METING REOUIREI'CNTS OF ASTM 11446 GRADE R. BE L14TF.RRLLY 8RfiCEO NI1H PROPERLY Hllfii.11b)PLYWOOD fi ¢ APPLY CONNECTORS TO BOTH FHCES RT EACH JOINT NO LOCATE R6 SHOWN. GW:RIHING, BOTION CHU90 WITH RIC-10 CEII.IN; ON 11"ING „ STAr[ I � (ERRING NIOIHS ARF 4' NOMINAL UNLESS OTHMISE SHOWN. DESIGN AT M1(IIUO OF 10 FEET 0. C. G7 NOT ISE TAUS OFS16N '"0 F�loA W� COPYRIGHT 1979 6030444 SIW40RROS CONFORM WITH APLICRBLE PROVISIONS OF .N09-71 RM •1PI.70 WITH FIRE RETAROIINT TREATED LUMKR. •-•TNI - notal PLATE met Jim, ;'NO-NiT10NRL DESIGN SPECItICRTION FOR VOW CONSTRUCTION rfff0 fMG 3/85/79 DRT1W# W424*684 '. z✓ ' jT, {IISH,A COPY OF THIS DESIGN: ERECTION CONTRACTOR W=WI`SCItP. /7l +tom +1 �+ t0 ;a k. a s HL'a NOSES Wte81 2x4 Il UCH-rIR, PIR-LaRcN, oil p p ca o9��Nucu��o-, c� A 25 24, 70 60. PING. o c� o c� "' c4sa B9. o .o C � pA �A o LSP L .__. GER & SONS, o c A n A,j,GRAN Lane Avenue a ftoul 1180 South ` o TRUSS I Phone 781-4116 tl 1246 7• 111CksODviue�b PLP IRE ENGINEEREO PROOWT6, INC. P.O. 80X 2225 PWRNO 8EfVi,FLOR J OR 33061 w-. 305.781-3333 11 l4' 1' LOCATE TOP CtiORD OYt-PaNEL SPLICE NiTUIN to OY PANEL 1/1-POINT. 6ESIGI( CRITERIA TPI p r; IC LIVE LOAD 11.1 ➢tat 11 24' 1' TC DEAD LOAD 1./ ➢8t SC DEAD LOAD • 11.1 PSP s ;,•: TOTAL • 47.1 PnT Ya DUR. tACTOR 1.37 SPACING 21.1. OC 1 � �V6,0O So • OVERALL SPAUS _ PINE 2x4 Tc ixt Dc SS DEW KO 21' 7' 24' 79 be DEN 24' 71 14, 70 / CQ. C PANELS 119 JIO II ' 70 21' 7' Y '. I CQ. SC PANELS BB 24 ' 7' 21' 7' MEASURED TRoH 27 24' 7` INSIDG SCARPS 11 DCU YD 21 ' 7', •21' 70 1' 11 DEW 21 ' 7' 31 ' 1• S• 11 YD 24' 7' 24' 10 11 24 ' 71 i4' 7• ff- 5 f2 DEN 1(D 24' 7' 24' 1' f2 DEN 341 71 241 7* 24 ' 71 12 90 24 ' 7• 111 7` ' 12 24 , 70 LOADING SPACING X17 . 0/1 . 33 24 . 0 ' ' 24' 7" MAX { ; PLATE 1YPE--Y=0C 2Xq/2Xq PITCH i' w[u UtiE TECIfIErIlpr% fait Ltlrt>ER Itio 1444sri AEOUIRE (11RErc UK Ill Ina IIC ,l'" '•, GEPERFL NOTES n rIK IAfit;lli� AIE ftt1011E0 Itrll tltE WMN I NG [] Q II EAECIION " tIQl1CINt1. tiE 'UY( Jil �,�E�..�.; f'i ••. 112VBS QV. 6.01/12 _c IIC,L,2i Oulu IN WfaRl cc Wird "Indy COMiRa 0M' Of #1101, IUvCIN; Ya1D IPASEti1 UnifNllilt1 " MCOt1YKIRl10Ni• �'.••'�Ifl '••.•y' _ IIEAE or" K 1A Wa4miltf rr Ifill c9sic" (APU%3 OM In'tit0. $]?0, Sit 1111% AcilcN fcH PWtilota Sofulk tioxtic SPANS TO 24 ' 7 ' ' t Xv tifllE tx]"ClLsd laf r1loarCltltE lion 20 bta Cfi ilwim SIEfI kuumirfYls. 1461 OIIEAVI%E %11mi, lop ciao smi , N l ;' W t>i Ol►tpul 2'Llw tft 11+c B;w1wtill% w ftSle Arli CliaE II; 19 011,1111"T 01taO tllll PROPENIt Rll(pC0 PLIWUM •j Iml as"O G; lu alll flcri'Nl tHG1 a1Nt flNl L0t7lfE Ri CIf7VN. vicli1111w, 601101! cluill Willi 11610 CEllllt OA %AfCU6 i `^ IL NMI.G ilollc 1>tC r• KnIM� L"c" 011914116E 901111. OfiicN At "MIA if 10 fEEI o. C. 00 k0l u6C 1NI% OEiltit COPYRIGHT 1%71 i1114t2 %11w)QU C04104 11111 k"10-4117 rwylli" W esm-71 RA •ifl•711 YIIII F1w 11f11lawl IRENIEo tumaA, *+r••,�(Cp10*�``�;r • 1101 - IMAs r%hlf I"3111vu,- tips - 1lll11>ft t1EsICN sr clncnlloN fOA ran COMSIALC110N ••'- ; 4`�.•+ 4/27/71 DRAW# H4I1, till lr PuliNISU A COPY Ot' Title DCOICN 'CO CRECTION CONTRACTOR - H H!-cAMN- i7t1,Ra)�71.£ .,11• ll ' DEPARTMENT OF BUILDING 9402 { CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD I THIS PERMIT MUST BE POSTED ON JOB SP110n T Date January 9 i9 88 472.5 1A I/Q5/1 52.f1© ; a02 *017ICAt~ Valuation$ Fee$ 47C 5 1 � This permit not valid until above fee has been paid to City Treasurer,and is I?�C subject to revocation for violation of applicable provisions of law. I This is to certify that S ntt Plumbing CFC03S748 has permission to lX installlumb�nsc New REsidential RS-1 ' Classification Zone Owned by Key Hnmes of Florida — Lot 65 Block Unit I S/D 0"Anwalk i House No. 2326 Fiddlers Leine According to approved plans which are part of this permit { NOTICE—ALL CONCRETE FORMS f AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. { PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE �—-----► i----0. 0 Building material,rubbish and debris i -Zi from this work must not be placed in public space, and must be cleared up and hauled away by either con. trac r or owner.. Building Official. j FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING 11 ELECTRICAL SEWER { WATER I I j CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION wr tt 11/ PLUMBING CONTRACTOR LICENSE Nt,TMBERS64,k ' OWNER � �% BUILDING CONTRACTOR TYPE OF BUILDING /s(/ f fd1! Cw l SINKS SHOWERS 3 LAVATORY l 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 TILE SOUTHERN STANDARD PLUMBING CODE . i DEPARTMENT OF BUILDING 9401 CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO. y V PERMIT TO BUILD I THIS PERMIT MUST BE POSTED ON JOB #a 6,,9 Cllr T ( Date J&Ul&= 9' i 19 88 46•nnf„KT ( fli691 1 A 'x/01/8. Valuation$ Fee$ 46.00 9401 »001'A , This permit not valid until above fee has been paid to City Treasurer,and is 1 r1'l subject to revocation for violation of applicable provisions of law. { This is to certify that .Air Engineers,Inc. has permission to� install hetjair Classification New Residential Zane RS-»1 Owned by Key Drees of Florida Lot_ 65 -Block Unit I SID Oceanwalk House No. 2326 Fiddlers Lane 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 —♦' —D O Building material, rubbish and debris Zi from this work must not be placed in public space, and must be cleared 'up„4od hauled away by either con- r r owner.. Building official. J P FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections 1, 11, III, and IV. 1. 7 , LOCATION Street Address: OF Intersecting Streets: Between ,C, —And-111 BUILDINGon T Sub-divisi il. 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 attac4d 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) Master Nance of Property Owner Mture of Owner Signature of atitsd Agent Architect or Engineer III. NERAL INFORMATION A' Type of hating fwl: B. IS OTHER CONSTRUCTION BEING DONE ON trc THIS BUILDING OR SITET ❑ Sea—❑ LP ❑ Natural ❑ Contra[Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q "OS PERMIT hG ❑ Other -- Specify 1V. MWCNANICJIL S"IFMINT TO BLl INSTALLED NATURE OF WORK (PMVWO complete list of component:on back of this form) .Residential or ❑ Commercial "at ❑ Space ❑ Reemed W'&ntral O floor �ave Building P/Air Condmooing: 13Room teal " ❑ Existing Building /�� ❑ Replacement of existing system t Mat*'61 V,W4 Thickness �Ne,-' ' w Installation(No system previously Installed) Maximum capacitye.f.m. © Refrigeration ❑ Extension or add-on to existing system Other—Specify ❑ Cooling tower: Capacity q.p.m. (3 Fire sprinklers: Number of lads_ Q Elevator ❑ Mealift p Ewiater......._...._.(number) THIS S►ACE POR OFFICE usE ONLY ❑ .6"ne pumps (number) IRs!Oe VWI 13. 79 (number) Remarks ❑ LM costal + (number) ❑ Unfired p""Ure renal Q "Ikilms Permit Approved by Deter 0Other Specify Permit LIST ALL EQUIPMENT AIA CONDITIONING AND REFRIGERATION EQUIPMENTCa p NuutbW Vane DeaCdptaoa Model NumberManufacturer (TOM) �A ADDRESS C"2 a(O CONTRACTOR_-- - l 0 _ 401: 2`1 OWNER__-- j-__ _-OK� �� � -------------------------- BUILDING--- -------------------------BUILDING_-_ yoo_ MECHANICAL_-qq6/ _ PLUMBING-9gOA ELECTRICAL,593 TEMP POLE MISC ELECTRICIAN--- DATE FAILED DATE PASSED TEMP POLE JEA FOOTING ROUGH PLUMBING ----------- ----------- SLAB _ 9JAVT f FRAMING 3141s [ffl ---- MECHANICAL/FIREPLACE __3x L __ 3//I a TOP OUT PLUMBING g�8 u'1 i(4 ROUGH ELECTRIC FINAL ELECTRIC ----------- ----------- FINAL BUILDING ELEVATION SUBMITTED CERTIFICATE OF OCCUPANCY DATE ORDERED DATE ISSUED