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Permit 140 & 142 Magnolia St (vault) J's CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 217-5826 J33ts) Application Number . . . . . 08-00001611 Date 11/24/08 Property Address . . . . . . 142 MAGNOLIA ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 8 fixtures ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CANTRELL, D. WAYNE DARLEYS PLUMBING INC. 4472 PHILLIPS HIGHWAY ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32207 (904) 727-1484 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 91 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Expiration Date . . 5/23/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 91. 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 91 . 00 91 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ADDRESS__/ _Q_zl;-2- L_� - -- -�- CONTRACTOR OWNER --------------------------------------- --------------------- BUILDINGMECHANICALPLUMBING______ ELECTRICALTEMP POLEMISC ELECTRICIAN DATE FAILED DATE PASSED TEMP POLE ,TEA----____-- -----____-- FOOTING ----------- ----------- ROUGH PLUMBING SLAB ----------- ----------- FRAMING ----------- ----------- MECHANICAL/FIREPLACE TOP OUT PLUMBING ROUGH ELECTRIC FINAL ELECTRIC ----------- ----------- FINAL BUILDING ELEVATION SUBMITTED CERTIFICATE OF OCCUPANCY ----------- ----------- DATE ORDERED DATE ISSUED i CITY OF 1*&a `? Feat( - 7& 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 April 18, 1988 Mr. Michael Sones Signature Homes, Inc. Jacksonville, Florida Dear Mr. Sones, This is to confirm that the duplex at 140-142 Magnolia Street, Atlantic Beach, Was constructed with a two hour fire rated party wall. Sincerely, Rene' Angers (� Community Develb ent Director cc:file CITY OF ,rtic �eac�-j�victda. Office of Building Official J1 REQUEST FOR INSPECTION ^It Date—Z �? 7 Permit No. `r Time IA.M. Received P.M. District No. Job Address Locality Owner's Name Contras cam% �� BUILDING CONCRETE ELECTRIC L PLUMBING MECHANICAL Framing ❑ Footing El Rough Wiring Cf Rough 0 Air.Cond.& u Re Roofing 0 Slab Temp Pole n Top Out CJ Heating Lintel 0 Final 0 Sewer ❑ Fire Place 0 READY FOR INSPECTION Pre Fab {t A.M. Mon. T es (1�+ Wed. Thurs. Friday P.M. Inspection Made _r s P Inspector Final Inspection CJ Certificate of Occupancy Date DEPARTMENT OF BUILDING (�I� 71 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. �7 L PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB 141 t.G2 L 1 I;1?1 ,6'?fit; 0 k Date November 17 1g 87 171�9 i 11 1 1 1 1 ! 92 71 ,0110 Valuation$ 108,15a.00 e$ 401.62 I c' 9 1 fl 1 1 1 1 / This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. I�r This is to certify that Signature Homes 4209 Baymeadoxs Road Jacksonville 32216 has permission to build Duplex Classification Nein Residential Zone RG-1 Owned by Signature Hermes I.� Lot 647 Block Ser_t i on 1 S/D_SA1Jm 3 r House No. 140-242 Ma cilia Street According to approved plans which are part of this permit NOTIC —"ASL-L- C NCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. ! PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE .4--C 14 _01 o Building material,rubbish and debris zi from this work must not be placed in public space, and must be cleared up and hauled away by either con. tracto o�er.. Bu' 'tg official. s FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER Jst�. �Mc PLANS REVIEW CHECK LIST G Addressl `i+ fJr rk ,, .sw� Owner L ----------=� �_s _ =t---' ---------i ----- __r t CLG_ � A -t-a>-=-�---_-_-_-_ ------- ContraLegal Description � ctor -----License - Number ------------------------ License on File YES NO Section 24-101 * Zoning Regulations � '^f Zoning District_ Proposed Use_ p Required Lot Size_y �rx/f3Q_�_ Actual Lot Size,5 /_ Setbacks Required Provided Section 24-17 front Q cam ___ CORNER LOT iINTERIOR L,QT-�) r ` rear --- rq0__ 1I _ Flood Zone__ side-1 side-2 Required Elevation_ _! _ttrf� �� P g ! Max. Height Allowed_�':'�_____ Proposed Height_ Section 24-82 * Minimum Lot Coverage Required Heated Area JQQX- _ Proposed Area-lll7-39x___ Section 24-161 * Offstreet Parking Number Spaces Required__ ___ Spaces Provided__- ------- Section ______Section 24_82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES Utilities Water and sewer service is to be provided by: Buccaneer Utilities City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by � � ` 5 � "`- --------Date_Pl�/ 7✓ff� _----- Building Permit #_.-'Qfz1___ SSUED DENIED u, 62 4 LT4 :age 7 3 @ $ X9:'5`6 per sq ft = $ /0 �,/,5/, OCA' @ $ per sgfta $ @ $ per sq ft @ $ per sgft � $ @ $ per. sq ft — $ TOTAL VALLMONt 0 r) 1s C $ /00,0, QD Dr9 n 1 per Eliousan, or . portion thereof --------------------- ----- Total Building Fee $ C?� y17 '71 mid/or FUS RCQUIRI .}-' Filing kee $ /aR 3 8 ✓' ;?- '-'Fireplaces @ 15.00 $ BUILDING IPEIHIT Elm, .a -------------------------- ------------ ------------ BUILDING-PERMIT $ (0 r� uCtJL.►4 ,.u.... Well WATER ML ER CIfl E $ 76.6 0 Stainzizit�g Pool SEW,R IMPACT F •E $ AO ?yt 0 C� Sign WATER IMPACT FEE, $ J` f D- 0 Water Cotuiectiou ` MISCau&OUS $ Sewer Cminectiou ✓� Water Meter $ Elevation CertificaLe ' _ G'MD 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 _ C�_SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8> TUB OR SHOWER STALL (6) , _WATER CLOSET VALVE WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) __U_BATHTUB/SHOWER (2) _U__URINAL WALL LIP (4) --Q -SHOWER GROUP PER HEAD (3) ___FLOOR DRAIN (1) __L _SHOWER STALL DOMESTIC ('2) a __LAUNDRY TRAY (2) ___LAVATORY ( 1 ) - b__COMBINATION SINK AND TRAY (3) z_WASHING MACHINE (3) -() --POT, SCULLERY SINK (4) - ,2--DISHWASHER (2) C) WASH SINK EACH SET OF FAUCETS (2) _-LKITCHEN SINK (2) _____DENTAL LAVATORY (1) _ _KITCHEN SINK WITH WASTE ``11 GRINDER (3) _ 0 _DENTAL UNIT OR CUSPIDOR (1) _0 _BIDGET (3) _URINAL STALL, WASHOUT (4) --L-FLUSHING RIM SINK (8) _d rCOMBINATION SINK AND TRAY WIT' _v__URINAL, PEDESTAL, SYPHON JET FOOD DISPOS. (4) BLOWOUT (8) _DRINKING FOUNTAIN (1/2) _v_LAVATORY, BARBER/BEAUTY . SHOP (2) _ 0--LAVATORY, SURGEONS (2) __--_SURGEONS SINK (3) 2 ICE MAKER (1/2) 010 TOTAL FIXTURE UNITS__ 5_•L___ @ $10. 00 EACH rr JOB INFORMATION___-/x_01_-__'.� ��___ �G �j /� -------------- P ' CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Address CO t; n.: "-' zi hone --=----=-- '=--------j-- ----------=--------- p------p ------ Architect Address zip------phone-----�- ------------------ -------------------- Contractor , >:- .:,+7. ---Address _<.___¢ -.zip......phone....... -------------- --- ----- Contractor'stL.icense number_________________expiration------------ Lot------69-7 Block or Section !�nj k---Subdivision., ZL °,g;_°_ -______Zoning (H ___ )440-\ga Street �`j ti_q ,_t_between______________and side Type Construction_r___ ____No. Units I-----No. Fireplaces---- -- ----------- Purpose of - Utility Method - Water :$ ` ______ Sewer ----- ------------ g Dimensions - Building+ `' r Lot " - < Size Footings g- ----- -- - ----------- ------ -- ------- Sz. Piers__________-_Sz. Sills_____________Greatest Span Sills --------------- Sz. Ceiling Joists---Z—,'-___Distance on Centers ?. _Greatest Span_______ Sz. Floor Joists _y_�.. Distance on Centers---------Greatest Span_______ Sz. Rafters Distance on Centers _Greatest Span_______ --------- -------- �1S Method of Heating- 7_< Solid or Filled Ground c 4' 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, specificationW. Signature Owner '_ M -• ---------Date_________________ Signature Con tract o °`-Date_ ____--__ a Ll page 2 I' fJ V 3 190 l 3aildi ng and Zoning <<ti FLOODPLAIN DEVELOPMENT INFORMATION Type of Development: Flood Zone• Required Lowest Floor Elevation: I,f 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. r 4. 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 oRAU FLORIDA DEPARTMENT OF REVENUE N.W87 . CERTIFICATION OF PAYMENT OF FLORIDA USETAX { I hereby affirm that 1 am aware of the provisions of Florida law which imposes a 5 percent taxon the use in Florida of goods and services purchased outside of Florida; that it is the obligation of the purchaser to remit the tax to the Florida Department of Revenue if it was not collected by the seller; and that I have remitted or will remit any applicable Florida use tax to the Department of Revenue in the month(s)of , 19 „' ; 'i,• ',. [f] Type of License [2] License Number [3] Type of Business Activities [4] Issuing Authority L-t' e oc- 1�- . - [5] Date of issuance I [6] Name �'1 ��Di`JC LIT—-- !P741 Address Iq LO s 11 r> City,State,Zip a"L D ,� Sales Tax Number 3'6 ) o Telephone Number �i Li Signature of Applicant ate Iss ' uthority/ Signature fa ►Offi i I CITY OF ATLANTIC BEACH No. 6074 FLORIDA November 17 -19_87 NAME Signature Homes ADDRESS___ 4209 Baymeadows Road CITY Jacksonville 32216 5000011 TI . , 12140 IA 1 1/1©/C P A I. Q 6174 . 12 +0 :0uCAc' I 8/B Water Impact Fee #40-343-3700 $510A,00 i I Ij /F Sewer Impact Fee #41-3435200 NOV 18 1987 $2,070.00 1001 $2,580.00 Lot 647 Section'l Saltair 140-142 Magnolia Street t nbered, This Becomes an Official Receipt JW D t MA �' Oo 1 zFo Ct1 la rn �t CITY OF ATLANTIC BEACH 80 3 H ATLANTIC BEACH, FLORIDA 92299 p UD O TELEPHONE: 249.2393 +- A I D W Od � WW � � NOV is 191 a" z o 1 z c UTILITY BILL = a D O Ll N = n DATE WATER METWATERS WATER SEWER GARfAWORK 09 02 " J = ' //-i7--g7 3/4THIS RECEIPT SERIES o 0 > LLI ORDER. T KE REC IPT LIB Z z �' � WORKS D PT. TO CHE a m d F t;:�F`t _z 1200 SAN PIPER AMIE. W = `Z t0 F m rc ,� � '� ft7AIN THIS STUB O } < L� PAYABLE IN ADVANCE SERVICE DI®CON NO REFUNDSIF NOT PAID W t LY QNI U 90 DAYS OF DATE V Z W 0:rcm _ 0Q M ZW WE J0 W Z. ° a City oP Atlantic Beach Bu 904-247-5845 p. 1 CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date; Property Address: L� Z / Y!C.��sy� o lei ,s Owner: W c tj A�t, sd . 'f'r _ Telephone#: 3 Ll 3 — -oy Contractor: a/'�-e T T+c-Telephone Contractor Address: y Z Ph �I;�S �w7'yi Fax#: 7 Z`? L/gs 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 Showers Closets Shower Pans Dishwashers Sinks Disposals __ Urinals Floor Drains Washing Machine Lavatory Water Sewer _ Water Heaters Fees Permit Issuing Fee: $35.00 Total Fixtures: F X$7.00 + $35.00 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. http:/lwww.ci.atiantic-boach.fl.us Revised 1104 IS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD .«, ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001583 Date 11/19/08 Property Address . . . . . . 142 MAGNOLIA ST Application type description ROOF PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc reroof ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CANTRELL, D. WAYNE SHORE ROOFING COMPANY 914 7TH AVENUE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-8842 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 2020 Expiration Date . . 5/18/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 40 . 00 40 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 26903 REORDER FROM QUALITY 6USINESS rORMS I NC (80/1%-1651 CITY OF ATLANTIC BEACH No. 6122 .VLORIDA December 1 19 87 NAME Gator Plumbing ADDRESS CITY 10s0i) , TL IE78 IA 1210117 6, 122 _ .num,G Re-Inspect Fee #01-369-9000 1670 $1d!0012/01 /R7 1 (.1(10 I 140-142 Magnolia Street P A I D DEC 011987 When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER CITY OF A'1'LANl'IC BEAC11 t¢ f APPLICATION FOR PLUMBING-PERMIT JOB LOCATION PLUMBING CONTRACTOR LICENSE NUMBERS (2., FC- OWNER— BUILDING C-OWNERBUILDING CONTRACTOR7zz., TYPE OF BUILDING SINKS SHOWERS �n LAVATORY WATER HEATERS BATH TUBS DISHWASHERS RINAL5 --`_DISPOSALS _CLOSETS WASHING MACHINE —FLOOR DRAINSER c2-LTOTAL FIXTURE COUNT , 00 INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CITY OF ATLANTIC BEACH, FLORIDA App.owd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 10-2787 19 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. Adkins Electric, Inc. ' Da nn Pierce ELECTRICAL FIRM: MASTER NAME Signature Homes ADDRESS: 140 Magnolia St_ RFD-----BOX BLDG.SIZE BETWEEN: RES.1) APT.( ) COMM.( 1 PUBLIC( 1 INDUS.( 1 NEW( 1 OLD( 1 REW.( 1 ADDITION( ) TRAILER ( i TEMP."-," SIGNS ( ) SG.FT. SERVICE: NEW( 1 INCREASE 1 i REPAIR ( 1 FEE ,ry CONDUCTOR SIZE AMPS COPPER ALUM C/ SWITCH ORB EAKER P _,� EXIST.SERV.SIZE AMPS PH I W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. I OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 M.P. VOLTAGE PHS DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. d d } PERMIT TO BUILD I THIS PERMIT MUST BE POSTED ON JOB {n t`0,1t T I04 .11,nCKT Date P gvember 17 19_ 7 t X76 I A, 1 I/19/s _ 9^73 00CAC Valuation$ Fee$ 101.04 1 7 t ?1 I f i 9/'3 100till, This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. i This is to certify that Gator Plumbing of Orange Park CFC033868 has permission toXYLI ) install plumbing Classification New Residential Zone RG-1 ` Owned by Signature Hobs Lot 647 Block Sect ionl SID Saltair House No. 140-142 MagnoliasStrees 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 ,a AFTER DATE OF ISSUE 4------10 4 No O Building material,rubbish and debris _za from this work must not be placed in public space, and must be cleared up and hauled away by either con- traFto,r or owner. d ing Official. I { FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACTOR I PLUMBING ELECTRICAL 1 i SEWER I WATER V *AW +a/fi t fi CITY OF Office of Building Official j REQUEST FOR INSPECTION ttt Date Permit No. �' Time A.M. Received PM. trict No. Job Address Loc Owner's '- Name Contractor BUILDING CONCRETE E-CTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Ao-99trWinng ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole (S Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab tYYI• A.M. Mon. Tues. W t1' Thurs..f��' Friday P.M. Inspection Made • inspector r Final inspection❑ Certificate of Occupancy Date CITY OF rl-r` C V- �Z� T&ifKG bead- ,os �ti. t !�Ti�vccs 6N Office of Building Official 1 AJ F_S 1 REQUEST FOR INSPECTION 7 Date ( Permit No. l Time A.M. Received P.M. District No. Job Address Locality Name Owner's Contractor ' - 9� BUILDING CONCRETE ELECTRICAL t, UMBiN MECHANICAL Framing ❑ Footing El Rough Wiring ❑ old Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab .J A.M. Mon. ue5f /"�? Wed. Thurs. Friday P.M. Inspection Made Inspector l f Final Inspection❑ Certificate of Occupancy �l'✓rA'�J Date CITY OFfc. � � 1 +�G ��'�Grv"�!"t��•'Lctit�4�b f ��1'� .f'iCi�t�', Office of Building Official REQUEST FOR INSPECTION -A} Date .j'�tZ' Permit No. 7 Time / �/) [y� P.M. w strict No. Job Address Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Cl Footing Cl Rough Wiring D Rough 4-� Air.Gond.& D Re Roofing D Stab D Temp Pole D Top Out C Heating Lintel D Final D Sewer D Fire Place 0 READY FOR INSPECTION Pre Fah '',,..,,,,,, A.M. Mon. ues r /+ Wed. Thurs. Friday PM. �+ A.M. inspection Made J P.M. Inspector Final Inspection D Certificate of Occupancy Date i 1P4� CG'SC+fi.•� CITY Of S � �t Building official �� office eu " aEQVEgT FOR 1NSPE��ON C permit No. t DI nct No. - Date } 'f' s ,. �HAN1 j yob Address 1/Dontracto M@iNG Air.Cond.& i pwner's E1.ECTR►CA / Rough Heating Name COr1GRVE Rough Wiring O Top Out Q Pre gU11.D►NG pp e / Footing Temp pole 0 Se1Ne yPJ0 Final P Frnng Q Slab Sooting lintel READY FoR M$pE �� Friday Re Roo Thurs. 1 Wed A.M• p.M• Tues ion d Mon. �— Final insPe� ion Made -—�� ' Certfficate OccupanoY inspe� Date Inspector CITY OF Office of Building Official REQUEST FOR INSPECTION Data _r-, P (ter,P Permit No. Time A.M. Received RM, District No. ' �' A)a Job Address Locality Owner's 12� Name Contractor .. BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICA Framing 0 Footing ❑ Rough Wiring 0 Rough ❑ Re Roofing C7 Slab 11 Temp Pole ❑ Top Out C) Heating Lintel El Final El Sewer Fire Place READY FOR INSPECTION Pre Fab A.M. Mon. Tues. Wed Thurs. Friday PM, Inspection Made f Inspector ` Final Inspection 0 Certificate of Occupancy Date CITY OF ATLANTIC BEACH No. 0298 FLORIDA 1/15 19 88 NAME SIGNATURE HOMES ADDRESS 4h2.75 T1- CITY hCITY 14i,2.75CKT" u I .0 u'! 3015 1A I /1qm" I0�1G1 WATER TAP FEE #40-343-3700 $442.75 140-142 MAGNOLIA STREET MIS RECEIPT SERVES AS O'0 ER, TAKE RECEIPT Tp A RxS DEPT TO SCHEDULE �ypR .1200 SAtiDPIPER LANE. y When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER USE THIS FORM FOR ESTIMATES ONLY 31 DEC 87 . Estimate to provide for one TAP for Signature Hanes Two (2) 5/81' X 3/4" meters (Meters have been paid) 140 & 142 Magnolia ONE WATER SEWICE STUB-OUT (3/419) (Lot 647 Saltair) TO CENTER OF LOT IS SHOWN ON PLANS. PH: 636-8500 (Don Halil) DESCRIPTION QTY. MATERIALS LABOR TOTAL 11 X 4 SADDLE 1 14 80 1 1/2 GALV PIPE 30 FT 35 40 1 1/2 PVC PIPE 15 FT 18 00 1 1/2 9010 PVC 1 1 05 16 00 1 1/2 X 3/4 X 3/4 PVC 9 '1 63 ME= ROXER 2 24 00 Sub Total 10% 0. H. 14 23 156 41 Three men hand di $2( .45)fo 4 hr $81 80 24 54 Total Labor MATERIALS IA60R TOTAL TOTAL $15d 41 $106134 $262175d MISC. JOB EXPENSES AMOUNT OTHER JOS EXPENSES 180 00 1 Truck($10.00/HR)for 14 HR3 TOTAL COST 442 75 $40 04TOTAL SELLING PRICE 1 Back Hoe($35.00/HR) LIES TOTAL COST for 4 HRS 140 04 GROSS PROFIT ' LESS OVCRHCAO CON '. O/ SELLING PRICE TOTAL $•18 0 NET PROFIT ' I I. • DEPARTMENT OF BUILDING (� a CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 9 PERMIT TO BUILD 46,00 TL THIS PERMIT MUST BE POSTED ON JOB 49 o flarXT Date November 17 19, _$7 1272 .01-1 CA i Valuation$ Fee$ Ina 46.00 2�24 l i I j tl> t3 {I This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. ` This is to certify that Leon Taylor and Sons RA0018910 has permission to b X in stall t4kl. Classification New Residential Zone RG-1 Owned by Signatit are Hnmas Lot 647 Block Section 1 S/D Saltiir House No. 140--142 MaWwlia 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 '�1---�► C 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- Ar !oj or owner.. Jj BuilOA Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER BUILDING AND ZONING INSPECTION DIVISION 'A CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. NC l._ LOCATION Street Address: OF Intersecting Streets: Between ( And BUILDING Subdivision 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 slid work in accordance with the attaOL,ed plans and specifications which are a part hereof and in accordance with the City of Jacksonville or 'nances and standards of good.practice listed therein. f Name of Mechanical Contractors Contractor (Print) Master Name of Property Owner Signature of Owner 17Signature of or Authorised Agent Architect or Engineer Ill. GENERAL INFORMATI A' Type of hooting fuel: B. IS OTHER CONSTRUCTION BEING DONE 0 0'''9"-C THIS BUILOING OR SITE Q roes—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NU? 8ER OF CONSTRUCTION ❑ Oil PERMIT Q Other— Specify IV. MICNI LAICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Prowide complete list of components on back off this�fo ) f��'/Res,idential or ❑ Commercial Heat ❑ Space ❑ Recessed !9 Cental O Floor 1�New Building ap,gr Conditioning: ❑ Room antral ❑ Existing Building er"6uct System: material� Thickness_. El Replacement of existing system Maximum opacity Aria!:' e.f.m. & New Installation(No system previously installed) Q Refrigeration ElExtension or add-on to existing system Q Cooling tower. Capacity g.p.m. 11 Other — Specify Q fire sprinklers: Number of heads Q Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ , ros ane pumps (number) (Received) A. Took, (number) Remarks ❑ LPG contain*K (number) ❑ Unfired pressure vessel OBre Permit Approved by Dna• ❑ OtMr — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Caped p provilaff Number Unita Description Modal Number Manufacturer ( y w A81111110y 5: �'2goarG+� CITY OF ATLANTIC BEACH, FLORIDA APP►owdby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORKIN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CQDES AND CITY OF ATLANTIC BEACH ORDINANCES. n ol C Int-arc« OF Q Ci�R1c1Jc ELECTRICAL FIRM: MWER ELECT CIN siGNATugf NAME -SLGIVA'iVIS L62tts ADDRESS: P41D MAGNOLJA ST'- RFD BOX BLDG.SIZE BETWEEN: RES,( AFT.1 i COMM.( 1 PUBLIC ( I INDUS.( I NEW( 1 OLD 1 1 REW.i I ADDITION I I TRAILER(, I TEMP.( 1 SIGNS ( I SO. FT. SERVICE: NEW(V!/ INCREASE( I REPAIR ( 1 FEE CONDUCTOR SIZE O AMPS /SO COPPER ALUM. t SWITCH OR BREAKER 150 AMPS PHW VOLT 1 RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS` NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.190 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 10.100 AMPS. OVER APPLIANCES i I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS LLANE0413 Tw.��..\rAw �rww. •.�.wAw MAA\I A\Ilw www.• tl�\ -;;b � CITY. OF ATLANTIC BEACH, FLORIDA �68� App.o,w by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORKIN 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. R GAh'v R- Ei-c=c-mtc pP Q u z ELECTRICAL FIRM: MASTER EUCTRICQAN SIGN&VRE NAME MowE1' ADDRESS: /�Q AldGejoLtA Sl RFD BOX BLDG.SIZE BETWEEN: RES.(-l/ APT.( ► COMM.( ► PUBLIC( 1 INDUS. ( ! NEW( ) OLD( I REW.f 1 ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( 1 SO.FT. SERVICE: NEW(14--l" INCREASE ( I REPAIR ( 1 FEE CONDUCTOR SIZE Q AMPS /S-0 COPPER I I ALUM. I p . SWITCH OR BREAKER S7� AMPS PH W "40 VOLT &r4Aa 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 0.90 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' ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P.- VOLTAGE PHS CITY OF Office of Building Official / j REQUEST FOR INSPECTION Date f Permit No. 22— ZZ Time A.M. Received P.M. District No. / YO - l!`.2 ZjZkngoe-,r4 Job Address Locality Owner's S�j 6 e0*70R_— ifF S Name Contractor BUILDING CONCRETEPLUMBING MECHANICAL ELE Framing ❑ Footing ❑ ugh Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ,✓ Top Out ❑ Heating Lintel ❑ Final ; Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab 4At y 7`1At 4 A.M. Mon. Tues. Wed. Thurs. Fn P.M. Inspection Made .- PM. '�ys 1 /� ! `GocT Inspector ` Fina!Ons action�'` of Occupancy Date holder until the Certificate of Approval is issued by the Plumbing Official. 3 A103.8.5 Required inspections. The Plumbing Official upon notification from the permit holder or his agent shall make the following inspections of plumbing installations and such other inspections as may be necessary, and shall either approve that portion of the construction as completed or shall notify the permit holder or his agent of any violations to comply with this Code: 1. Underground Piping Inspection: To be made after trenches or ditches are excavated,piping installed,and before any backfill is put in place. 2. Roughing-In Inspection: To be made after the roof, framing, fireblocking and bracing is in place and all soil, waste and vent piping is complete, and prior to the installation of wall or ceiling membranes. 3. Final Inspection: To be made after the building is complete, all plumbing fixtures are in place and properly connected, and the structure is ready for occupancy. A103.8.6 Required Tests. The permit holder shall make the applicable tests prescribed in A103.8.8 thru A103.8.11 to assure compliance with the provisions of this Code.The permit holder shall give reasonable advance notice to the Plumbing Official when the plumbing work is ready for tests. The equipment, material, power, and labor necessary for the inspection and test shall be furnished by the permit holder and he is responsible for incurring that the work will withstand the test pressure prescribed in the following tests. All the piping of the plumbing system shall be tested with either water or air. After the plumbing fixtures have been set and their traps filled with water, the entire drainage system shall be submitted to final tests. The Plumbing Official may require the removal of any cleanouts, to ascertain if the pressure has reached all parts of the system. A103.8.7 Drainage And Vent Tests. A103.8.7.1 A water test shall be applied to the drainage system either in its entirety or in sections. If applied to the entire system, all openings in the piping shall be tightly closed, except the highest opening and the system filled with water to point of overflow. If the system is tested in sections, each opening shall be tightly plugged except the highest openings of the section under test, and each section shall be filled with water, but no section shall be tested with less than 10 ft head of water. In testing successive sections at least the upper 10 ft of the next preceding section shall be tested, so that no joint or pipe in the building (except the uppermost 10 ft of the system) shall have been submitted to a test of less than a 10 ft head of water. The water shall be kept in the system, or in the portion under test, for at least 15 minutes before inspection starts; the system shall then be tight at all points. A103.8.7.2 An air test shall be made by attaching an air compressor or testing apparatus to any suitable opening and after closing all other inlets and outlets to the system, forcing air into the system until there is a uniform gauge pressure of 5 psi or sufficient to balance a column of mercury ten inches in height. This pressure shall be held without introduction of additional air for a period of at least 15 minutes. A103.8.7.3 The final test of the completed drainage and vent system shall 152 Standard Plumbing Code/1585 DEPARTMENT OF BUILDING Q/� 69 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. y'T PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB .0rTA Date February 3 19 88 1009 { Valuation$ Fee$ no fee This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that Forester's Touch 1 has permission to re�aaye orte �1Tle tree to make rn�om for electric service - - Classification Residential Zone Owned by Signature Hames - Lot Block S/D House No. 140-142 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 o O Building material,rubbish and debris 31 from this work must not be placed { in publie pace, and must be cleared and pace, away by either con- 0tr or owner.. 1{ BUiW4 Official. I FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER { PLUMBING ELECTRICAL SEWER WATER CITY OF �. r*eaa c Vead - 94V4& 716 OCEAN BOULEVARD P.O.BOX 26 "-`�- ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 APPLICATION FOR TREE REMOVAL PERMIT DATE ,2- ,> Applicant NAMEtvl�s / .S ADDRESS I f J cS ,j C,>.c Owner NAME- - ADDRESS AMEADDRESS � - Location of tree if different from owner' s address : Reason for Removal : ..G 01KC41 - ICU Rear Lot Line indicate ;� FEB ' 19bB possition of treeona Dai a Building and Zoning b po a Front Lot Line Building Official CITY OF r��°cuttic Seac�i - ��y,� 716 OCEAN BOULEVARD ------- P.0.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 February 16, 1988 Third Floor Pre-Service Section Jacksonville Electric Authoirty Building 233 West Duval Street Jacksonville, Florida 32202 The following final inspections have been made and are satisfactory: Permit #5652----1745 Ocean Grove Drive Permit issued to McClure Electric Company. Permit #5849----140 Magnolia Street Permit #5850----142 Magnolia Street Permits issued to Adkins Electric Company. Permit #5746----2328 Beachcomber Trail Permit issued to Bivins Electric Company, n l y, I Rene' A ers Communit evelopment rector RA/tb cc: file 4 'W"trufira#r of (Orrupaurit CITY OF �r�a�r#mrn# � ?�nilding Jn��rpr#inn 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 f `? "r " Bldg.Permit No. Group Type Construction Fire District. Owner ofBuilding Address= Building Address By. Building Official Date: POST IN A CONa►ICYOU* PLACE p BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested : February 16, 1988 Building Contractor: Signature Homes Building Permit Number: 9271 Address: 140 Magnolia Street Legal Description: Lot 47 Section 1 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 ------------- Lowest Floor Elevation: XXXXXXX ---------- ---------- ---------- required as built n/a Sales Tax Certificate: IL_�z- / -------- ------ date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY . Fire Chief 2 16 88 ��1 ----�- -------- -- -------- ------- - Public Works 2/16/88 --- ---/ j � P4- -- --�-- - Planning Director 2/16/88 �f.,?,3�(fj� Building Inspector _7_`__2/12/88---_- w.knuttratr of Mrruvanq CITY OF of"h1iC &W4- OppartmPut of ludbtng Atoppruan 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 Bldg.Permit No._ Group Type Construction Fire District Owner of Building _ Address__ Building Address Locality By;, By._ Building Official Date: POET IN A CiONEPICUOUa PLACE ` BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested : February 16, 1988 Building Contractor: Signature Homes Building Permit Number: 9271 Address: 142 Magnolia Street Legal Description : Lot 647 Section 1 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 Duplex Lowest Floor Elevation: XXXXXX ---------- ---------- ---------- required as built n/a Sales Tax Certificate: & IS'0 7 ----------------------- date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPRO�(VEp: B Fire Chief 2116/88 C (a -V 3(--- ---- - - - -- - Public Works Planning Director 2116L88 Building Inspector 2/12/88 --------------- MA P SHOVING BOUNDA R Y SUFE VE Y OF L O T 7 BLOCK A S SHOWN ON MA P OF !imTVA? A S i fir-CC,ai ED IN PL A T BOOK PAGES B OF THE PUBLIC RECORDS OF DUVAL CO., FLA. CERTIFIED FOR TITLE lkjh vF MikiLl I G3Q � 33 � X32 i 57 O. O- op FNS cp O. N 4� 4 C3 621 4C� 0 0 �dp� �'oo FN O O FNS. ACo� fA �rA7EE r i I HEREBY CERTIFY THAT THE�Or SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE AS SHOWN ON FLOOD INSURANCE RA TE NAP d/ FOR THE CI T Y OF ATLfN/7/C 8E01/1 FL ORIDA, DA TED b`3 { UTILITY SFRVICI3 AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this 17th day of November , 198 7 , between the City of Atlantic Beach a Municipal corporation, hereinafter called "City", and Signature Homes a , corporation, its successors and assigns, hereinafter called "Developer". W I T N E S S E T II ; WHEREAS, Developer owns land in Duval , County, Florida, more particularly described as Lot 647 Section 1 Saltair refer to acreage, plat engineering 140-142 Magnolia Street drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing ' 1 buildings,' 1 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. All taxes or charges imposed upon the property described above by any governmental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with the terms of tills agreement. 5. 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 i to sold 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 slut 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 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 addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order , is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise .specified by City or its engineer. D. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. C. A representative of City or its engineers will be the .inspector of the project along with the Developer's engineer, but City 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 PUD's or for commercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such , conveyance to take effect without further action upon the completion and acceptance by City 11. Developer shall pay .the City upon. execution of this Agreement the sum of 10¢ per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. - Developer shall also pay to City upon execution of this Agreement the sum of 10� per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review. fee for non-residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to .provide water and sewer service to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $10.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at. the rate of onethousand thirtyfiye dollars ($ 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 atthe rate of r r 1 , F ' 'a D. A meter installation fee to. cover meter cost and meter iistallation (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. if available, construction .water will be charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property.. is provided by the use of a mein extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' main extension or other improvements to City. Said pro. rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ payable upon execution• of this Agreement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and d n consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the hydraulic capacity and demand of said future developer whenever .feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee. upon_ the execution of this Agreement, a total of ; and B. Water plant capacity charge upon the execution of this Agreement, a total of $510.00 ; and C. Sewer plant capacity charge upon the execution of this Agreement, a total of . . . $2',070.00 ; and D. Meter installation fee according to the City's service availability policy at time of installation whicli currently is $85,00 Per 3/4" meter •= $170.00 upon application for hook-up of individual lots, apartments, multi-family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and F. hydraulic share payment, in accordance with paragraph 11F-1 of this Agreement upon execution of this Agreement, in a total amount of .$ . . . . . . . I . . . . . . . and G. Service availability charges and other additional aids in construction in accordance with paragraph 1lG 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, 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 capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (90%) treatment, and of the cost of any additional required outfall pipes to may be required by City. 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 corn►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 wider 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 PnonaPrl Ihv thn f. tv tr, 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, tl►e City shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. if ti►e property is platted, one copy of the recorded plat shall be furnished to the City. ' U. "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. • 6 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 i 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: 4r &—AV�C� I De loper Witness ity f Atlantis Bea Witness JOB: RB LOG I1-11 T1 TOP CHORD 2X4 SO. PINE #F2 KD 15X TC X—LOC L—R: 0.29 3.77 7.83 11 .71 BOT CHORD 2X4 SO. PINE *2 KD 15% WEBS 2X4 SO. PINE #)3 19X BC X—LOC L—R: 0.29 7. 15 11.71 NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS *1 HIP DESIGNED TO SUPPORT 7' ,0'" JACKS WITH NO WEBS. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWINGS A183 AND A104R FOR OVERHANG DETAILS. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT• TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13.0 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " i i i 4Xa 1x3 r i i 1X3 3-10-3 B.OD i 2X4 3X5 3X4 R-905# W— 3.50" R-1323# Y— 3.50" 7-0-0 5-0-0 12-0-0 DVER 2 SUPPORTS PLATE TYPE--ALPINE SEON--129569 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.1.5 scR�E_osoon 1PINE ENGINEERED PRODUCTS, INC. WARNING ' TRUSSES REDUIRE EXTREME CRRE DESIGN CRIT REF I C= C= d **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR RNT W ARN I NG 1W HRNOLING, ERECTION ANO ,. [_ATRUSS OEYIRTION FROM THESE SPECIFICRTIONS OR MY DEVIATION FROM BRRCING.SEE -BYT-76-,IBRRCING WOOD TRUSSES: �� ,\US `S'k�'�., TC LL 30.0 PSF DATESEE O YITH TFE=3 THIS IGN OR-OURLITrTCDMROLETO MWtA1RL'8'MLD THE TPIT REPINE CONNERUSS IN �CiDRS TH15 DES�I6N FDRY FWD RE RDD T,I RTIDNS-*TPI). SEE ONiL SPECIRI PERMR- �Jii,�SIF' •.t�`�.' TC DL 7.0 PSF ORYG HLO RRE Mft FRCTUtEO FROM 20 GAUGE GALVRNIZED STEEL UNLESS NEWT BRRCING REDUIREMENTS. UNLESS OTHERYISE �'OTHERVISE 9HD)M, MYETIAX)pEOUIREMENTS of ASTM 8446 GRACE R. SHDYN, TOP CHORD sHRu eE LRTER)iLT BRIRCED ` ��j�Jo.34669 E BC DL 10.0 PSF 4 -ENGRPPLT CONNECTORS TO 80TH FACES RT EACH .HINT AND LOGRTE RS PITH PROPEpLr ATTACHED PLTW000 SF£RTHRG I TE DF : �� TOT.LD. 47,O PSF 0/R LEN. j2-0-0 �' OSS6N 95Wt1 D5 CONFORM T A 9'YNonl WPL CR9 E TPRDVISIOAIS OF RSSHOWN. 80TTSPECIFIEDCHOIROM D WION oESIGN TH RIGID I00 NDT USE 7HNG OR I s - 9Z'_ RIO.:-NDS RAD"TPI D4:T). DESIGN WITH FIRE RETARORNT TREATED LUMBER. 'a,A*, G��•--, OUR.FNl1.. 1'JJ_ PITCH B-0/12 TRUSS PLRIE INSTITUTE NDS - NATIONRL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION f0•EN ,,� SETBACK 7' O TYPE H IPM IJ '��rnm u.��' 1 JOB: RB LOG 11-11 T2 TOP CHORD 2X4 SO. PINE +#2 KD 15% TC X-LOC L-R: 0.29 4.77 9.03 11 .71 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE #3 19X BC X-LOC L-R: 0.29 9. 15 11 .71 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " REFER TO DRAWINGS AIZ3 AND Al0'4R FOR OVERHANG DETAILS. 4X8 1X3 1X3 ' N2 6.00 2X4 2.5X4 2.5X4 R-537# W- 3.50" R-537# V- 3.50' 9-0-0 3-0-0 12-0-0 OVER 2 SUPPORTS ELRTETTYPE--FILPINEINE SEON--129571 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REr13.I.s ME-MOOD C **IMPORTANT** SHS NOTT BE RESPONSI�FOR `ANY WARNING INU�HRNDLINI, ERECTION wNoES REQUIRE EXTREME C ARE DESIGN CRIT REFDEVIATIOH FROM THESE SPECIfICflTIONs oR RHY DEVIATION FRDN1 BRRCING.SEE 'BWT-T6',(BRACING WOOD TRUSSES= ., XVS S'k �'• TC LL 30,Q PSF DATE 10/O [= THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CDWFDRn*CE COMMENTARY NO RECOMMENORTIONS-"TPI). SEE -'J:�y�IFj .,= C= YITH THE 'QUALITY CONTROL MANUAL' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR RDOITIONRL SPECIAL PERMR- VF. •�>•:� ': TC DL 7.0 PSF DRYG HL 56556_ [= ARE MK"RCTUNED FROM 20 GRUGE GALVANIZED STEEL UNLESS NEWT BRACING REWIREMENTS. UNLESS OTHERWISEi40.34669 8C DL 1 0.O PSF 4 -ENG J S L c= OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM A446 GRADE R. SHOWN, TOP CHORD SHALL BE LRTERfLLY BRACED - RPPLT CONNECTORS TD BOTH FACES RT EACH JOINT A►D LOCATE AS YITH PROPERLY ATTACHED PLYWOOD SHEATHING, - AT*E F �? TOT.LD. 47,Q PSF O/R LEN. 12-O-OSHDVN. BEARING Y[DTHS RRE 9'NGIINR UWLESS DTHERYISE SHDIfN. BOTT01 CHDRD WITH RIGID CEILING OR BflRCtMr %�9 � a.� DESIGN STANDARDS CONFORM YITH f'-KICROLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NNOT USE THIS �C/'•.ORIO,; 4Q�.`ONND9 Afn "NPI (A'CT). DESIGN YI1H FIRE RETRANDflNT TREflTm LNABEA. '•, FRG��p,P, OUR.FAC- 1 .33 PITCH 6.0/12O O "--TPI - TRUSS PLATE INSTITUTE NDS -NRTIDNAL DESIGN SPECIFICATION FOR VOW L'ONSTRUCTION ""�D��N"�� SPRC I NG 24.0' TYPE M JOBS RB LOG I1-11 T3 TOP CHORD 2X4 SO. PINE •2 KO 15% TC X-LOC L-R: 0.29 6.69 12.85 19.88 25.15 31.31 37.71 BOT CHORD 2X4 SO. PINE #H2 KD 15% WEBS 2X4 SO. PINE #3 19X BC X-LOC L-R: 0.29 9.77 19.00 28.23 37.71 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND * 1X4 #H3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. - MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. 5X5 2.5X4 2.5X4 SXS 5X5 12 -iz G.DO / 6.00 � IE 3XG 3X6 2 .5X4 5X8 2.5X4 R-17594' W- 3.5D" R-17594 W- 3.50- 19-0-0 i9-0-0 3B-0-0 j OVER 2 SUPPORTS PLRTE TYPE--RLPINE SEON--129573 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REWIs.Ls WAE-DAM o EXTREME CARE o d Q IMPORTRNT** sHRLT NOT BEERESPONSi�EFOR `ANY WARNING IN HANDLING,TRUSSES REERETTION AND "^S I [11EGN CRIT REF a DEVIRTION FROM T:ESE SPECIFICATIONS OR ANY DEVIATION FROM BRRCING.SEE -UT-76-,IIWRACING YDCD TRUSSES: •�\�5 S'kI �'•, L 310.0 PSF DRTE I d Q p � THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFOWIRNCE CD)RIENTARY AND RECOMMENDRTIONS-*TPI). SEE �J; QSif�_: .,fes>: r C] O G7 q PITH THE 'QUALITY CONTROL MANUAL'BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERRR- V� L 7.O PSF DRYG 157 r= [� O R= ARE MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS RENT BRACING REQUIREMENTS. UNLESS OTHERWISE ' L IO.D PSF- 4 -ENG p 1 �T\1 p OTHERWISE SHOWN, MEETING REGUIREMENTS OF RSTM FA46 GRADE R. SHOWN, TOP CHORD SHALL BE LRTERALLY DRAM " �Jo.*4869 ,L.1-IN APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE RS WITH PROPERLY ATTACHED PLYY00D SHEATHING, _ ATE fa H� �AFA LD. 47.0 PSF 0/R LEN. 38-0-0 O SFDWN. BEARING WEOTHS ARE 4'NOMINAL UNLESS OTHERWISE SFQYR. BOTTg1 CHDR0 WITH RIGID CEILING OR BRACING %9�„C/ QRIQ..'�Q,`.TRU5S SIGN STFRIDPROS CONFORM WITH FPA'LICRBLE PROVISIONS of As SPECIFIED ON DESIGN. oo NDT USE THIS ,,� ir ..•.••y�`y4 FRC. 1.33 PITCH6.D/12 aNDS AND*TPI (PIT). DESI[�1 PITH FIRE RETARDANT TREATED LUMBER. ,, RED'EN :��O H� H� •--TPI- TRUSS PLRTE INSTITUTE NOS -NATIONAL DESIGN SPECIFICATION FOR W000 CQNSTRUCTION """..... ING 24.0' TYPE COIAN t i JOBB: RB LOG I1-11 T4 TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 3.71 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE #N3 19% BC X-LOC L-R: 0.29 3.71 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 13Z FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " i 1X3 ' 1 s.00 2-4-3 2X4 4 u 2X4 R-161# W- 3.50" R-181# V- 3.50" 4-0-0 OVER 2 SUPPORTS PLATE TYPE--ALPINE SEON--129575 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.1.5 scab.o.smD FLPIHE ENGINEERED PRODUCTS, INC. TRUSSES REDUIRE EXTREME CARE DESIGN CRIT REF **IMPORTANT** SIY'LN Nor RE RE�PONSIOLE FOR ANY WRRNING IN HRmmm, ERECTION RND E= p R� R� ;.�•'�us S R - TC LL 30.0 PSF DATE 7 DEVIATION FROM T1iII��9E SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE 'BMT-76',[BRRY[NG YDDO TRUSSES: p p o p THIS[RESIGN OR RNRf FAILURE TO BUILD Tiff TRUSS IN CONFORMANCE COMMENTARY AND RECOMMENORTIDNS-*TPI). SEE ,``y�am,.•• (I�''• O p C p YITH THE 'ORRi1.ITY CONTROL PB7iU1L'BY TPI. ALPINE L'ONIffCfOR9 THIS DESIGN FOR AOD[TIOBAL SPECIAL PERM- Y.•�(ItIF` �fn z TO DL 7.0 PSF DRvG HL 56558 p p p p AM NYMIFRCTUREO FROM 20 GAUGE GALVANIZED STEEL UNLESS WENT BRACING REOOIWJU73. UNLESS DTBENYESE V pp 1 DT►1 rn po OTHERWISE SHOWN, MEETING RECUIREMENTS OF RSTM 8448 GRADE R. SHOWN, TOP CHORD SHALL BE LATERALLY BRRCED •{ i�0.*Q$sJ SC DL 10.0 PSF 4 -ENG JSL LPIN APPLY CONNECTORS TO BOTH FACES AT EACH JDINT AND LOCATE RS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, - .arE F = TOT.LD. 47.0 PSF 0/R LEN. q-0-0 SHDVN. BEARING WIDTHS RK 4'NOMINAL.UNLESS OTHERWISE SHOWN. BOTTOM DIORO WITH RIGID(FILING OR BRRCING •�L( �+ r� Cp TRUSS 0 DESIGN STANMDS CEWORR WITH RPPLICRYBLE PROVISIONS OF AS SPECIFIED DY DESIGN. DD NDT WE THIS %9t�G,j RI �•', OLIR.FRC. 1 33 PITCH 6.0/12 O p p t= O o *NDS AND sTPI (PCT). DESIGN YITH FIRE RETARDANT TREATED LUMBER. �''•,,lfq£D'iN�'�,.�`�,, f ••-TPI- TRUSS PLATE INSTITUTE NDS -NRTIONRL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.D TYPE MONO JOB: RB LOG i1-11 Ti I TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R: 0.29 3.77 7.03 11 .71 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 0.29 7. 15 11.71 NO WANE. KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THIS *1 HIP DESIGNED TO SUPPORT 7' .0" JACKS WITH NO WEBS. THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT- TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13.0' FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " i i I t 4X8 1X3 IX3 2 3-1D-3 G.OD 2X4 3X5 3X4 R-905# 41- 3.50" R-1323# Y- 3.50- 7-0-0 5-0-0 12-0-0 DVER 2 SUPPORTS PLATE TYPE--RLPINE SEON--129569 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR AIEW I3.I.s scs,LE_o.sn� ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRIT REF . .,.,, IMPORTRNT+� SHALI NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION RAD TC LL 30.0 PSF DATE 0 0 0 0_ DEVIATION FROM TAEaE SPECIFICRTIONS OR ANY DEVIATION FROM BRRCING.SEE -BWT-76-,[BRACING WOOD TRUSSES: S.JF`' WITH THE "OURLITTYTHIS DESIGN OR ,YCONTROLE TO BUILD THE PIT RLPINE CONNECTORS THIS DERUSS IN CONFORMANCE SIGN FORY AND ADDITIONAL OONAL SPECIAL. SEEPERMR- :` �,��iFl,^t.•f� ,•. TC DL 7.0 PSF DRYG H b bbbb [= O [= f= ARE PW#BIFRCTLRED FROM 20 GAUGE GALVANIZED STEEL UNLESS TENT BRACING REOUIREMENTS. UNLESS OTHERWSEE ISE ` �^ LPI L= OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM 8446 GRADE R. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED ;. p��o•34869 BCDL /1'0.0 PSF 4 -ENG �7 p p APPLY CONNECTORS TO BOTH FACES AT EACH JOINT RNO LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHERTHING, ?',, ;ATE AF, TOT.LD. V,0 PSF 0/R LEN. 1G—0—0 TRUSS O DESIGN BEARING ADT FA 4'WANonI APPLICABLE R_ UNLESS TPROVISIONS ASHERWISE SHOWN. TTSPECOM�IFIEDORD WION DESIGN TH RIGID ID0 NOT USE THISRAGS ��"c, ;OoD �Q:� .• OUR.FRC. 1.33 PITCH 6.0/12 C= .NDS RAD.TPI EPCT). DESIGN WITH FIRE RETARDANT TREATED LI1118EA. 'O,lEq•'•NG\��.•' T .._TPI - TRUSS PLATE INSTITUTE NOS -NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SETBACK 7- 0- TYPE HIPF JOB: RB LOG I1-11 T2 TOP CHORD 2X4 SO. PINE 02 KD 15X TC X-LOC L-R: 0.29 4.77 4.33 11 .71 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE *3 19% BC X-LOC L-R: 0.29 9. 15 11 .71 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " REFER TO DRAW114CS A103 AND A1.0.4R FOR OVERHANG DETAILS. 4X8 1X3 1X3 4-ID-3 �2 6.00 2X4 2.5X4 2.5X4 R-537# W- 3.50" R-537# W- 3.50' 9-0-0 3-0-0 12-0-0 OVER 2 SUPPORTS L= r= INE SEQN--129571 FLRNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.1.3 scw.F-amm ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE DESIGN CRI10 T REF a **IMPORTANT** SHRLL NOT BE RESPONSIBLE FOR ANY wRRNING IN HANDLING, ERECTION AND ' " d DEYIRTION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRRCING.SEE 'BWT-TS-,(BRRCING NOW TRUSSES' .•��VS.k �''- TC LL $O,0 PSF DATE C] WITH THE "QUALITHIS DESIGN OR TYYCONTROLE AN AL'LBY TPI.HE ALPINEIN CCONNECTORS THONFORMANCE C 1S DESSIIGN FOR RDDY AND DINTIONAL SPECIAL PERMR- JL�� TC OL 7.0 PSF ORTIONS-TPI). SEE DRvG HL 5b556 pRRE MRNUFRCTURED FROM 20 GAUGE GU1l.YRNIZED STEEL IR1.E55 TENT BRflCING REIXTIREMENTS. UNLESS OiHERYI6Ei�0.34E69BC DL 1 Q.O PSF 4 -ENG L p OTHERWISE sNR]ItN, fYETINs REQUIREHENTS N>F ASTM A446 r sHDWN, TOP CIi0R0 9iFEl BE Lfl1ERFIlLY BRACEDp APPLY CONNECTORS TO BOTH FACES RT EACH JOINT AND LOCATE � YITH PROPERLY ATTACHED PLYYODD SHEATHING, - .ATETfl'�'.LD. 47.0 PSF q!R LEN. j2- SHDIIN.BEARINGWIDTHS ARE 4'NOMIN L UNLESS OTHERWISE SHDYN. BOTOM CHORD YITH RIGID CEILING OR BRACING %9 (1/1-� 0p DESIGN STANDARDS CONFORM YITH APPLICABLE PROVISIDNs of AS SPECIFIED ON DESIGN. DONOT USE THI6 -�:�C�. .....10,:�4 ��: q��FAL•. 1.3'� PITCH U-1Nq5 FkO"IPI (PC1). OESI(il YITH FIRE RETARDANT TREflTm LUMBER. �'•lE$f ' N��`�• I M p "--TPI - TRUSS PLATE INSTITUTE NDS- NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION "•'•��''•••` SPACING 24.D' TYPE M JOB# RB LOG I1-11 T3 TOP CHORD 2X4 SO. PINE #2 KD 15% TC X-LOC L-Rs 0.29 6.69 12.85 19.00 25. 15 31.31 37.71 BOT CHORD 2X4 SO. PINE #2 KD 15% WEBS 2X4 SO. PINE s3 19X BC X-LOC L-R: 0.29 9.77 19. 110 28.23 37.71 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND * 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING SEE DRAWING 13.0 FOR "PLATE LOCATIONS ON TYPICAL OOINTS. - MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. REFER TO DRAWINGS A1.03 AND AIZ4R FOR OVERHANG DETAILS. 5X5 SX5 2'`'X4 2.5X4 5X5 j2 '12 5.DO 6.00 3XG 3X6 2.5X4 5X8 2.5X4 R-17599 Vf- 3.5D- R-17599 W- 3.SD- 19-0-0 19-0-0 38-0-0 OVER 2 SUPPORTS LLFITE --ALPINE SEON--129573 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.1.5 WALE-0.1875 tLPIHE ENGINEERED PRODUCTS INC. TRUSSES REOUIRE EXTREME CARE. DESIGN CRI REF I� � **IMPORTANT+** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AD `•• •'�_ a DEYIRTIONN FROM TYESE SPECIFICATIONS OR ANY DEVIATION FROM BRRCING.SEE -BUT-76-•[BRRCING YIXO TRUSSES: . �� 5 S.k�''•, TC LL 3p,p PSF DATEo C� YITH TNETHIS I'OURLIGN OR TCDHTR0.EMAAkILTO 'LBYTTPIHE T Po.PIIMM IN CCOwU[ED CTDRS TNRMANCE CD]SDE63CNFMiY FWD E FDD[TIOFFiL SPECIAL PERM- �,COMMENORTIONS-*TPI). SEEcif/� C� •;: � : TC DL 7.0 PSF DRYG 57 IN o Q ARE MRNUFRCTLRED fRlNl 2D GAUGE GALVANIZED STEEL IANU ESS NENT INTACING REQUIREMENTS. UNLESS OTHERYISE BC 1 p,p PSF 4 -ENG ,rj� p OTHERYISf SMOYN, MEETING REDJIREMENTS OF [STM 8946 GRADE R. S)OWN, TOP CHORD SHALL BE LRTEflRLLY BRRCEO . 9APPLY CONNECTORS TO BOTH FACES RT EACH JOINT AD LOCATE RS YITH PROPERLY ATTACHED PLYWOOD SHERTHING� ATESS sHDYN. BEARING Y101HS AtE 9-Hg11NA uNLEss OT[Y 91115E sHWN. NIDTTOM CNDHD Y[TH RIGID cEIIIHG OR BRACING 9�' � ' TOT.L0. 47,p PSF 0/R LEN. $$-p-p DESIGN STANDARDS CCNFDRN YITH APPLICABLE PROVISIONS OF RS SPECIFIED ON DESIGN. 00 IDT USE THIS C, .. ,:��,,ONUS AD*TPI (PCT). DESIGN YITH FIRE RETARDANT TREATED . , D� F� '33 PITCH 6.p�j2 O O C� •.-TPI - TRUSS PLATE INSTITUTE NDS -NATIONAL DESIGN SPECIFICATION FOR VDDD CONSTRUCTILN '""�"""•" SPACING 24.0' TYPE COMN JOBB RB LOG I1-11 T4 TOP CHORD 2X4 SO. PINE #2 KD 15% TC X—LOC L—RT Z.29 3.71 BOY CHORD 2X4 SO. PINE #)2 KD 15% WEBS 2X4 SO. PINE #)3 19% BC X—LOC L—Rs 0.29 3.71 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 13,E' FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " 1X3 2-4-3 ' 2X4 2X4 R-1614 W— 3.50" R-161# W- 3.50" 4-0�-P0 mm PLATE TYPE--ALPINE SEON--129575 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.1.5 SG�E•9' FT.PINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXIREHE CARE OESIGN CRIT MEN**IMPORTANT**I MPORTANT** SHW.L NDT BE RESPONSIBLE FOR ANY WARNING IN HANOLINO, ERECTION AND IF C= C C= I3 DEVIATION FROM T SE SPECIFICATIONS DR ANY OEVIRTION FROM BRACING.SEE -BUT-7S-,IBRRCINS YDCO TRUSSES: .•"SVS S./( "•.,� TC LL 30.0 PS C= [� C� CC THIS OESION OR A�FAILURE TO BUILD THE TRUSS IN CONFOR)"" MWEIITORT FMB)RECDMMENORTIONS-07PI). SEE V`�'..•sSI..... ' C= C7 C7 o PITH T)E 'DURLITT CONTROL MRNUIW.'of TPI. ALPINE WOECTORS THIS DESIGN FOR AOOITIONRL SPECIAL PSM- `f; R F'�. TC DL 7.0 PS58[C t L=1 C7ME WA1FACTURED FROM 20 DVE WtVRNIZED STEEL UFLESS NENT BRACING RMuIREMENTS. LNLESS DT)ERVISE V� alt . �" SC DL 10.0 PSp� 1 <,T q� OT)ERY35E SHOkN, MEETING REWIREINTS OF ASTM 8448 GRROE R. SHOYN, T�CHORD 91RLI SE LRTERR1f BRACED •; i40.34E6S - t1L.d 1 APPLY CONNECTORS TO BOTH FACES AT EACH JOINT FMD LOCATE RS NITH PROPE%Y RTTPOEO PLyv=SHERTmING, A7E F �t TQT.LD. 'T7.0 PSU—�%M. BERRIW WIDTHS ARE 4'NOMINFL UNLESS OTHERVISE SFm. BOTTOM CHORD VITH RIGID CEILING OR BARCING r� �,�C� TRUSS DESIGN STftMDS CDNFORA VIM APPLICABLE PROVISIONS OF es SPECIFIED ON DESISN. DD NOT ISE THIS F�j•.�ORI6!.•"f� DUR.FAC. 1.33 •O�.NDS FMD VTPI IPCT). OUTGN WITH FIRE RETRRORW TREATED LLMBER. %y,lE D.... • SPACING 24.D' C� [C C] CC C;) C7 •--TPI-TRUSS PLATE INSTITUTE NOS-WTIONRL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION R 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. , F. A pill 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 tine 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 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM WO-A-86 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: I C?' 1 PERMITTING CLIMATE 1 ❑ 2❑ 3❑ OFFICE: ZONE: PERMIT JURISDICTION OWNER: . P..L (3 v L...I s .�; NO.: NO.: NEW CONSTRUCTION EV IF MULTIFAMILY,NUMBER OF CONDITIONED SQ. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREA ' 3 FT CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: LEN OVERHANG ❑.� FT SINGLE- �FT SIPAN_LE ❑❑ FT MULTIFAMILY ATTACHED CHECK IF THIS SUBMITTAL LENGTH SINGLE-FAMILY DETACHED❑ REPRESENTS A WORST BASE PORCH HOVERHANG DOUBLE-��O. DOUBLE- S0. CONDITION: © �.§ FT. PANE L_1�1=L_IIJ FT. PANE_ FT. NET WALL AREA AND INSULATION MASONRY R = FRAME R = STEEL STUD R = LOG R = L_L ALL J FT ❑.❑ .r'a O FO. ❑�FQ. ❑ ❑❑❑FD. ❑ CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R SLAB PERIMETER R = I RAISED:WD❑CON❑ R = FT ) FQ. 7t ?, FT. �❑❑Fn ❑ DUCTS OLING SYSTEM ! HEATING SYSTE HOT WATER SYSTEM IN UNCONDITIONED leeCENTRAL ❑ NONE ❑ ELECTRIC STRIP Fq HEAT PUMP ELECTRIC I ❑ SOLAR SPACE R = ❑ ROOM ❑ NATURAL GAS ❑ OTHER FUELS ❑ NATURAL GAS ❑ HEAT RECOVERY ❑ ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR ❑ NONE ❑ OTHER FUELS ❑ DEDICATED HEAT PUMP IN CONDITIONED AIR CONDITIONER PACKAGE TERMINAL ,❑ SF/EF = E-17SPACE R = HEAT PUMP EF = ❑,❑ SEER/EER = �,� COP/AFUE - �. ❑ NUMBER OF BEDROOMS = INFILTRATION PRACTICE USED � X 100 = � 9 . 3 9 Cp. 7 �' Zt ❑ #1 d#2 ❑ #3 TOTALAS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accord ce'with action 553. 7 F. , I hire rtify that the pians Review of the plans and specifications covered by this calculation indicates and specification 'ered$y thi Calc tion are' compliance with the compliance with the Florida Energy Code.Before construction is completed,this Florida Energy ( m„ � building will be inspected for liance in ac�ance ection 5 .908 F.S. OWNER/AGENT-_ BUILDING OFFICIAL: 6 y � DATE: � DATE: 9A I PRES RIPTIVE MEASURES Must be met or exceeded by all residences. MPONENTS SECTION REQUIREMENTS CHEC WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR& 904,1 MAXIMUM OF 0.5 CFM PER SQ. FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, ADJACENT DOORS WOOD PANEL INSULATED,OR GLASS DOORS ONLY. EXT.JOINTS& 904.1 TO BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED. CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND / WATER HEATERS 904,2 STANDBY LOSS REQUIREMENTS, SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF ✓ AS MUT BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 904.3 SPAS&HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST &SPAS HAVE A PUMP TIMER, GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 904.4 INSULATION ISREQUIRED ONLYFOR RECIRCULATING SYSTEMS INCLUDING HEATRECOVERY UNITS.IN SUCHCASES,PIPING HEAT LOSS PIPES SHALL BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE. H W R HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NOM RE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES. DUCTS IN ICONSTRUCTION 1 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R 4.2&JOINTS T BE$EALED. HVAC CONTROLS 1 904.7 JEEARATE,READILY ACCESSIBLE MANUAL OR AUTOMATIC THERM STAT FOR EACH SYSTEM. INSULATION I go4.9 CEILINGS-MIN.R,l9. COMMON WALLS-FRAME R•11 OR CBS R-3, FRAME COMMON CEILINGS&FLOORS R-11. -1- SUMMER CALCULATIONS CLIMATE ZONES 1 2 3 zBASE BASE SINGLE-PANE DOUBLE-PANE I SUMMER 1 AS-BUILT GLASS _ z GLASS OR c AREA x ST. MULT SUMMER � AREA x SUMMER POINT MULT. SUMMER POINT MULT. x OVERHANG= GLASS {NT c CLEAR TINT" CLEAR TINT' FACTOR(9B) SUM.PTS. N 38.3 N 40.7 41.5 38.3 34.9 NE7.7 NE 61.5 61.6 57.7 51.0 2522- E O 79.7 E /Z 84.9 83.9 79.7 68.9 E 79.1 SE 85.4 84.3 79.1 68.8 66.2 S 48 73.2 72.7 66.2 58.2 SW 7 .1 SW 85.4 84.3 79.1 68.8 Ga 79.7 W 84.9 83.9 79.7 68.9 15' Z7zD,7 NW 57.7 NW 61.5 61.6 57.7 51.0 H' 66.2 H` 290.2 250.1 267.0 1953 N aN J G7 COND. TOTAL BASE BASE ADJUSTED AS-BUILT .155 x FLOOR + GLASS = ADJUST. x GLASS = GLASS GLASS AREA I AREAFACTOR i SUBTOTALBASE SP SUBTOTAL .1 10. v COMPONENT BASE SUMMER= BASE COMPONENT SUMMER AS-BUILT PONT MLT. SUMME DESCRIPTION AREA x POINT MULT. PUMNT R DESCRIPTION AREA x (9CITH UU9G) POINTSR EXTERIOR 2. .9 fv.&_� - Z :1 ADJACENT 7 IS .7 3 EXTERIOR 1Z 7.7 -2,1 1 7• ADA NT - UNDER ATTIC 1 91 .6 1 OR SINGLE .6 1 140S.Z ASSEMBLY BA E CEILING AREA EQUALS FLOOR AREA UNDER CEILING. .AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. v v SLAB -37.0 1 - 8 RAISED - 3.99 FORSLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. v 1 INFILTRATION 8.0 A A- •5 1b USE TOTAL FLOOR AREA OF CONDITIONED SPACE. TOTALNT BASE SUMMEBPOINT§ P NENT AS-BUILT SUMMER POINTS I - BASMOOLING I TOTAL BASE BASE TOTAL I AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT COOLING SYSTEM x SUMMER = COOLING AS-BUILT x DM x CSM x CCM - COOLING SYSTEM MULTIPLIER POINTS POINTS U .PT 9H 9K 91. POINTS .46 Z4ti 1 313,'Z,, 24190 41 1. 1-L NUMBER BASE I 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 WATER BEDROOMS I MULTIPLIER '1P.}QINT� Y(.TEM DESC. BEDROOMS 9M 9N POINTS SYSTEM 114v3 3803 ' H = Horizontal Glass(Skylights) •• For glass with known Shading Coefficient,see sec.903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint. -2- 91 HEATING SYSTEM MULTIPLIERS(HSM) CLIMATE ZONES 1 2 3 SYSTEM TYPE HEATING SYSTEM MULTIPLIERS COP 2.5-2.MHSM 2.9-3.09 3.1 -3.29 3.3-3.49 3.5.3.69 3.7-U Heat Pump HSM .56 .48 .45 .42 .40 .38 Electric Stri HSM 1.0 Gas&Other Fuels HSM1.0 See Table 9J for Credit Multipliers) PTHP&Room Units HSM OP 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(NCM) r M TYPE HEATING Y TEM MULTIPLIER HCM 98 HCM .9AFUE 60 .64 �.50 70- .74 .75-79 79 .80-.84 .85-89.89 .90-U HCM 54 46 .43 .40 .38 .36 Oth r Fuels H M .84 .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 COOL NG SYSTEM MULTIPLIERS SEER 7.8- 8.0- 8.5- 9.0- 9.5- i.34 10.5- 11.0- 11.5- 12.0 ' Central Units 7.9 8.4 8.9 9.4 9.9 10.9 11.4 11.9 &U CSM .44 .43 .40 .38 , 36 32 .31 .30 .28 PTAC&Room Unit CSM I CSM for EER 7.5-7.7 = .46. For EER's>7.7 use multipliers above. Minimums: Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTU/H 7.5 EER, and over 13,000 BTU/H 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency-Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) SYSTEM TYPE COOLINGDI MULTIPLIERS C M eilin 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 9ULTIPLIERS Electric EF .80-81.81 .82- .83 .84- .85 1 .86- .87 .88- .90 .91 .93 .94- .96 .97&UP Resistance HWM 4183 4081 3984 3891 3803 3678 3560 3450 Natural Gas EF .48-49.49 .50- .51 .52-.53 .54- .55 .56- .57 .58-59.59 .60-.61 .62&U HWM 2259 2169 2085 2008 1936 1870 1807 1749 Other Fuels HWM 3494 3354 3225 3105 2995 2891 2795 2705 Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) SYSTEM TYPE HOT WATER CRE IT MULTIPLIERS Solar Water Heater SF .1 .2 .3 .4 .5 .6 .7 .8 .9 1.0 HWCM .9 .8 .7 .6 .5 .4 .3 .2 .1 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 HWCM 44 .35 .29 ..._21 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(f)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICE#2 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls and Floors Top plate penetrations sealed. Infiltration barrier installed. Sole late/floor Joint caulked or sealed. Exterior Walls&Ceilings Penetration 'oints and cracks on interior surface caulked sealed or ciasketed. Ductwork Ductwork in unconditioned space must be.sealed. Fireplaces Eguigped with outside combustion air,doors and flue dampers. Exhaust Fans Eauipped with dam ers.Combustion devrices see 9032 . Combustion Heating Combustion space&water heating systems provided with outside combustion air,except direct vent appliances. PRACTICE #3 COMPLY WITH PRACTICES #1 AND#2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls Too glate penetrations sealed or Joints&cracks on interior walls caulked,sealed or clasketed. Recessed Li hts ..Sealed from conditioned space&insulated from ventilated atticspaces. Ductwork All ductwork located in conditioned space. Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust by-products to outside.Stoves see 903.2 . -6- WINTER CALCULATIONS CLIMATE ZONES 1 2 3 Z GLASS BASEWINTER BASE SINGLE-PANE DOUBLE-PANE WINTER AS-BUILT x POINT = WINTER w GLASS x WINTER POINT MULT OR WINTER POINT MULT. x OVERHANG = GLASS rf c AREA MULTIPLIER POINTS o AREA CLEAR TINT" CLEAR TINT'- FACTOR(98) WIN. PTS. N 7.3 N 13.8 13.6 7.3 8.1 NE 4.6 NE 10.7 10.5 4.6 6.0 E I - 9.2 E - 3.8 - 3.6 - 9.2 - 5.7 , E -22.7 SE -18.1 -17.5 -22.7 -17.3 S -28.4 S -24.0 -23.0 -28.4 -22.3 - 3 W -22.7 SW -18.1 -17.5 -22.7 -17.3 W - 9.2 - W - 3.8 - 3.6 - 9.2 - 5.7 IRS _ W5 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 COND. TOTAL BASE BASE ADJUSTED AS-BUILT .15 - FLOOR + GLASS = ADJUST x GLASS = GLASS GLASS AREA I AREA I FACTORSUBTOTA BASE WP SUBTOT L .15 -Z t 3. t BASE x POINTNTE� AS-BUILT MULT. = WINTER COMPONENT AREA x BASE WINTER = WINTER COMPONENT AREA DESCRIPTION POINT MULT. POINTS DESCRIPTION 9C THRU 9G POINTS EXTERIOR 2.2 -1 3.7 ' a ADJACENT Kn 3.6 Ve) 3 � 1 EXTERIOR 15.4 1 g 1ADJACENT I I 1b 13.3 0 UNDER ATTIC 1.2 1 K:)5�!j I -F_ .242 OR SINGLE 1.2Stv peaSti '30 GO v ASSEMBLY 1 1.2 BASE CEILING AREA EQUALS FLOOR AREA UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. T o: SLAB 1 117, 1 8.9 -O 1 7 1 G C RAISED .96 FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR.LFOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. 1 � INFILTRATION 7.4 1 ra'U'T. 0' USE TOTAL FLOOR AREA OF CONDITIONED SPACE. 1 TOTAL COMPONENT BASE WINTER POINTS TOTAL COMPONENT AS-BUILT WINTER POINTS 3 T--- v BASEIHEATING 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 POINTS POINTSWIN. PTS. 9 91 9J POINTS .59 j 1442-19155051 1`7 1-l Z ! T, - % o Z. BASE BASE BASE TOTAL AS-BUILT AS-BUILT I AS-BUILT TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER = AS-BUILT POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS oFran P.2 From P.2 Enter on P.1 From P.2 From P.2 Enter on P.1 1131.3 Z 85cZ9 11449 31Q'I'd . I 1029515 gZG2.2 114o cam, H = Horizontal Glass(Skylights) •• For glass with known Shading Coefficient,see sec.903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint. -4- SUMMER POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS(SOF)For single and double pane glass. CLIMATE ZONES 12 3 Pop. OH RATIO .0-.11 .12-.17 .18-.26 27-.35 .36-.46 .47-.57 .58-.70 .71-.83 4-1.18 1.1 1.72 1.73-2.73 2.74+ N 1.0 .94 .91 .87 .83 .79 .76 .72 .69 .63 .56 .50 m i NE/NW 1.0 .94 .91 .86 .80 .75 .71 .67 .63 .55 .48 .42 ,�;o EIW 1.0 95 .92 .86 .80 .73 .68 .63 .57 ,47 .39 .31 Uj SE/SW 1.0 .93 .90 .82 .74 .66 .60 .54 .47 .39 .32 .27 t S 1.0 .91 .86 .77 .68 .60 .54 .51 .45 .39 .35 .31 SOH LENGTH*] 0 ft. 1 ft. 11h ft. 2 ft. 3 ft. 31h ft. 41/2 1t. 5%ft. 61h ft. 1h ft. 14 ft. 2 f.+ *To select by Overhang Length,no part of glass shall be more than 8 ft.below the overhang. OVERHANG RATIO= OH_LENGTH OH HEIGHT li-L H L IT H a� H 9C WALL SUMMER POINT MULTIPLIERS(SPM) CONCRETE BLOCK FACE BRICK FRAME INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR LOG WOOD NORMAL WT. LT. WT. NOR. ViT. LT. WT. 0- 6.9 2.4 6 INCH R•VA UE 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&U .8 13-18.9 1.5 .6 7 10.9 .7 .5 .6 .3 .2 R-VALUE BLOCK 8 INCH 19-25. 9 .4 11 18.9 .4 .4 .4 .0 .1 0-2.9 1.0 R-VALUE EXT 77=26&U 6 .2 19-25.9 .2 .2 .2 3-69 .6 0-2.9 1.0 STEEL 26&U .1 .1 .1 7-9.9 .4 3-6.9 .7 R-VALE EXT ADJ s •x .< 10&up .2 7& 0- 6.9 7.6 2.8 7-10.9 3.5 1.3 11 -12.9 2.7 1.0 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 13-18.9 2.5 0.9 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 19-25.9 2.2 0.8 R-VALUE SPM R-VALUE SPM CEILING TYPE 26&Up 1.2 0.4 19-21.9 1.1 10-10.9 2.9 R-VALUE DROPPED EXPOSED 22-25.9 .9 11 -12.9 2.6 10- 13.9 3.2 3.5 26-29.9 .8 13-18.9 2.4 14-20.9 2.2 2.4 30 37.9 6 19-25.9 1.8 21 &U 1.5 1.6 8&U 5IR 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&U -35.7 7&Up 19&U - .9 9G INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Return W/O Return SPM Air Duct Air Duct (See Table 9P) 4.2-4.9 1.14 1.10 PRACTICE #1 10.2 5.0-6.6 1.12 1.08 PRACTICE #2 8.0 6.7&Up 1.09 1.06 PRACTICE #3 5.2 DUCTS IN CONDITIONED SPACE 1.00 1.00 3 WINTER POINT MULTIPLIERS (WPM) 9B WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 12 3 10- 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 1.73-2.73 1 SINGLE PANE GLASS 1 N 1.0 1.05 1.08 1.12 1.16 1.20 1.24 1.27 1.31 1.38 1.45 1.51 NE/NW 1.0 1.09 1.13 1.20 1.26 1.33 1,39 1.45 1.50 1.63 1.74 1.84 E/W 1.0 .67 .50 .16 -.20 -.60 -.95 -1.32 -1.73 -2.51 -3.31 -4.05 m 1 SE/SW 1.0 .92 .88 .77 .66 .52 .39 .25 .10 -.21 -.48 -.74 S 1.0 .95 .92 .84 .74 .60 .46 .29 .13 -.24 -.54 -.67 w DOUBLE PANE GLASS "'1 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 1 1 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 .77 .62 .46 .28 .12 -.05 -.24 -.59 -.96 -1.29 1 SE/SW 1.0 .90 .82 .72 .61 .51 .40 .28 .03 -.19 -.40 1 S 1.0 .96 .94 .87 .78 .67 .55 .41 .27 -.04 -.29 -.40 SOH LENGTH* 0 ft. 1 ft. 1%ft. 2 ft. -T--Ttt-I 31h ft. 1 4112 ft 51/2 ft. I 61h ft. 9%ft. 1 14 ft. 1 20 ft.+ *To select by Overhang Length,no part of glass shall be more than 81ft.'below the overhang. OVERHANG RATIO= OH LENGTH OH HEIGHT r� '-L H L 9C WALL WINTER POINT MULTIPLIERS(WPM) 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 12.6 6 INCH R•VALUE EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7- 10.9 4.2 R-VALUE EXT 0- 6.9 11.1 10.4 0- 2.9 11.2 6.8 8.8 11.2 8.8 11 - 18.9 3.5 0-2.9 4.5 7- 10.9 4.4 4.4 3- 4.9 7.3 5.1 6.1 5.6 4.9 19.25.9 2.2 3-6.9 2.8 11 -12.9 3.7 3.6 5- 6.9 5.7 4.2 4.8 4.3 3.9 26&ljo 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 I'3...... .' .b"a .....,:;': 3-6.9 5.7 0-2.9 3.0 STEEL 26&U 1.3 1.2 1.3 - 7-9.9 3.8 3 6.9 2.2 R-VALUE EXT ADJ ...:> 10&LID 3.0 11 7& 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& 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) 30-37.9 1.2 19-25.9 2.0 21 &Up 1.3 1.3 38&U .9 1 DOOR TYPE EXTERIOR ADJACENT 9F FLOOR WINTER POINT MULTIPLIERS(WPM) WOOD 15.4 13.3 SLAB-ON-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE See 903.2 e INSULATED 16.8 14.5 R-VALUE WPM R-VALUE WPM R-VALUE WPM 0-2.9 18.8 0-2.9 9.9 0- 6.9 8.3 3-4.9 9.3 3-4.9 5.1 7-10.9 3.0 5-6.9 7.6 5-6.9 3.6 11 - 18.9 2.2 7&Up 7.0 Ir 7&Up 1 19&U 1.4 9G INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With.Return W/O Return (See Table 9P) WPM Air Duct Air Duct 4.2-4.9 1.14 1.10 PRACTICE a 1 10.9 5.0-6.6 1.12 1.08 PRACTICE n 2 7.4 6.7&Up 1.09 1.06 PRACTICE a 3 4.1 DUCTS IN CONDITIONED SPACE 1.00 1.00 6