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Permits 258 Camelia St CITY OF A129NTIC BEAM APPLICATION MR I3LUDITIG PEIVIT Owner I J)M �s��" �YIeS Address 0-hP-rn S4-ree4 zip 3725_5 Phone o?46-,,23�0 Architect N I A Address zip__�.Phone__-"� Contractor Etaine hr Aet4Address 3'SC> 0,herrl 94ee+ zip ZZ33 P21m1e�, Contractor's License 1`3uorbe�' C(�' Q _ Expiration Date �0 Copy on File Lot Yt Block or Section # 6 9 Subdivision 0 ZoninsT �j_A Street Camel i oL. &r�4 Betweenv'�� S} and fin/ 33 side '-Valuation $ '0 Type of Cons truction New CoM�-r uZ -'(o+''l =-(A OpC, -k ATS e ,/Purpose of Building �i t) j e cknlakunber of Units�1� Fireplaces_t �! Ji) Utility Service: Water Sewer VIf the City if providing water or sewer servi we need to make taps? DureLsions: Building i-}to . 3 5 Lot Wax 103 ' Size Footings[ U`X, 6" Sz. Piers rl /, Sz.. Sills_ i_Greatest Span Sills Sz. Ceiling Joists AX4_ Distance on Centers 4i� Greatest Span Sz. Floor JoistsDistance on CentersGreatest Span_ _ Sz. Rafters rag I � 1,� Distance on Centers ri Grgatest- S an Method of HeatinbSolid-Filled Ground Roof Flood pone (i If located within a FLOOD HAZARD complete page 2 1� SUBMIT: 'No complete sets of plans, including a detailed site . Florida Energy Efficiency Code Sheets Recent Survey Inspections Required; 1. When steel is in place and ready to pour footings. 2. When steel is in place and ready to pour coluins/lintel. 3. Vhen steel is in place and ready to pour beam. 4. When framing, mechanical, plumbing, electrical, fireplace, is completed and ready to cover up. 5. Final inspection. SETBACKS NO INSPECTION WILL BE MADE IF BUILDING CARD IS 1Uf POSTED ON JOB. in case of rejection, reinspection IUST be called for after Rear Lot Line corrections are made. In consideration of permit given for doing the work as described in the above stataTielt, we hereby agree to perform said work in accordance with the attached plans and specifications, n �� which are a part hereof, and in accordance rt rr with the b regulations .of Atlantic Beach. n R, Signature :,-ner Signature Contractor Address L- � _ Heated Square Footage �3 32 @ $ per sq ft = $ ,� Garage/Shed @ $ S" per sq ft = $ 2 r Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ _ TOTAL VALUATION: . $ Total Valuation is t $ Remainder Valuationthousand or portion thereof O -------------------------------------------� Total Building Fee $ l� ADDITIONAL PEEI`IM and/or FEES RE UIRED + z Filing Fee $ Mechanical ; " Fireplaces @ 15.00 $�� _--. $ Plumbing ; BUILDINGtPERMIT FEE .--- Electric/New ( DER-ROOF 91¢i ------------------- Electric/Temp _______________ ' FLOOR SPACE 1000sq.ft _ Electric/Temp Septic Tank BUILDING PERMIT $ Well WATER METER CHARGE $ -- Rv inning Pool SEWER IMPACT FEE $ Sign WATER IMPEE $ Water Connection MIS CEL ANEOUS *$ „ Sewer Connection $ Water Meter $ /5- 75 - Elevation Certificate ' GRAND TOTAL DUE $ -- ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES L/ L� PLANS REVIEW CHECK LIST _ Address c � ��Cii�C..(�- _ __ Owner ------ - ---------- 12-�77- --.-- _,_.��-- ---- --------------- Legal Description_ (4,jt_LL4-24_Contractor_ - - -J_�--------------------License Number_, 2 G����7_-_ License on Fil YE NO Section 24_101 * Zoning Regulations _ Zoning District___ r ----- Proposed Use Required Lot SizeI v Actual Lot Size — Setbacks Required Provided Section 24_17 front _ Q _o _V, CORNER LOT INTERIOR LOT rear _ _ _✓ f Flood Zone___ side-1 ________ 1� _ �c�__ Required Elevation side-2 __ _✓ Max. Height Allowed_ _____ Proposed Height_�_ Section 24-82 * Minimum Lot Coverage Required Heated Area LL2 - Proposed Area__j a a2___ I Section 24_161 * Offstreet Parking Number Spaces Required ___ Spaces Provided__ Section 24_82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES NO Utilities Water and sewer service is to be provided by: Buccaneer Utilities __V_ City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by:____________ Date ------------------ ---------------- Building Permit # ___ ISSUED DENIED C ,)'9";tember 12, 1.98' Jity of Atlantic Beach, v'l. . Atlantic Beach, Dear Sir: I , F. Reuben Bennett, Sr. hereby waives my ri�hts for t'ne llvdrolic ;chare on lint, 1 , ;ilk. 87, Sect. in Atlantic Beach, 'loris a. ------- --- NGTARY PUBLIC Duval _%hF. Reuben Benne%; %itmi,ww- 7 '!—r,-hnd in arwP he 15th StiIter 88' grem f*'K public *W4A"U1L1C, STATE Of FLOPIDA My Commission Expkos Nis. 31, 1?IQ c t • i City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUIZEMENT OF WATER L)E:MAND F012 EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXEDI{ AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. I _LL__BATIIROOM GROUP CONSISTING OF • + -----SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH TUB OR SHOWER STALL (6) _ ` WATER CLOSET VALVE WATER CLOSET, TANK OPERATED (4) �^ _^VALVE OPERATED (8) -----BATHTUB/SHOWER (2) _ _^URINATALL LIP (4) SHOWER GROUP PER HEAD (3) __FLOOR DRAIN ( 1 ) SHOWER STALL DOMESTIC (2) ___ LAUNDRY TRAY (2) 7 -----LAVATORY (1 ) ____� COMBINITION SINK AND TRAY (3) l WASHING MACHINE (3) �j _____POT, SCULLERY SINK (4) , ____DISHWASHER (2) ___`WASH SINK EACH SET OF ` FAUCETS (2) ___,_KITCHEN SINK (2) DE14TAL KITCHEN SINK WITH WASTE LAVATORY ( 1 ) GRINDER (3) ___ 'DENTAL UNIT OR CUSPIDOR (1) BIDGET (3) ____ 'URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) _____COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) __URINAL, PEDESTAL, SYPHON JET -__ BLOWOUT (8) DRINKING FOUNTAIN (1/2) _____LAVATORY, BARBER/BEAUTY 1 SHOP (2) _ _____LAVATORY, SURGEONS (2) SURGEONS SINK (3) _ ICE MAKER ( 1/2) WET BAR (2) r TOTAL FIXTURE UNITSi_ @ $20. 00 EACH JOB INFORMATION _ ____ __ -------------------------------------- i i t CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001128 Date 8/19/08 Property Address . . . . . . 258 CAMELIA ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc RE PIPE 13 FIXTURES ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- HINSON, RAY MCGEE PLUMBING, INC. 258 CAMELIA STREET RONNIE MCGEE ATLANTIC BEACH FL 32233 9937 SAGETREE CT JACKSONVILLE FL 32257 (904) 886-0258 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 126 . 00 Plan Check Fee . 00 Issue Date . . . . valuation . . . . 0 Expiration Date . . 2/15/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 126 . 00 126 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 126 . 00 126 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. P ATLANTIC BEACH,FL 32233 7 CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD, 08-: OFFICE:(904)247-5826 0 FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US PLUMBING PERMIT APPLICATION DUVAL COUNTY ,1,.JOB ADDRES 2.;1S THIS A'-SUB,PERMIT*,: 3. 0 cam fVyES PERMIT#: ,PROPERTY OWNER: 4,NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: Pq H i n�o vi I UING,CONTRACTOR: 7.NAME OF COMPANY: ML;c _ n 8.ADDRESS.: -7 /"a�e TQ f ci aX FZ Xul ylvm� TK LM]B 113 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX # 141-7) q IVAJJ-3t� NO.: 12.EMAIL ADDRES YR-7 13.OFFICE �96-0��V 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)m&t an,time after work is commenced. CONTRACTORS SIGNATURE: �h 15.NATURE OF WORK,� IT COPE, NEW 13'06 FLORIDA BUILDING CODE- RE-PIPE PLUMBING �T 13 OTHER: 7 �+ 19:NUMBER OPFIXTURE9': 777777777-, BATH TUB SEWER CONNECTION BIDET J_ SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER (SPECIFY): ROOF DRAIN 20.PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 7 COAB FORM BLDG03:REVISED:1/10/2008 11 35 MAP SHOWING SURVEY OF LOT 1 BLOCK 87, SECTION "Ii" ATLANTIC BF?ACH AS RECORDED IN PLAT BOOK 18 PACI? 34 OF THE CURRENT PUBLIC RECORDS OF IxJVAL COUNTY, 1.7,0RIDA. _ CAM_ ELIA _ STREET- - 50' R/W, GRADED 25' FND. 1/2' I.P. n SET 1/2' I.P. ',-Al.. No. 3295 01*n �� 50.00' / No. 3872 r - - - ! NO/SLP. p270.23' (FIELD) cr- 4 Jl 4. Bo 4.1' lC K 87 14 8� a l 84tCK �n pp RLd O U- 3 O 1330✓s '� l / N c pp��r�x T ( S o 0 v LOT 6 BLOCK 100 w� �' ©P DQ , :;tor 3 LOT 2 04 0 0 bo iO Go 00 NOTES: 1. THIS IS A BOUNDARY SURVEY. 2. BEARINGS AS PER PLAT, 3. NO B.R.L. AS PER PLAT. 'SET l/2" 1.). Jho. 3872 - - `` Z 45.00' - - 00, FND. 1/2' I.P. No. 3295 LOT 6 I LOT 1 LOT 2 I I BLOCK 99 i B L 0 C K 88 I I-iI_REBY CERTII'Y THAT THE PROPERTY SH( 4N Iil",R1 ON LIES IN I-'L(.X:)D ZONIF "C" AS SHOWN :)N iTiE i7_CX?ll HAZARD BOUNDARY MAP FOR ATLAN'.I'IC BEACH, FLORIDA. I Iil:Rl_'BY CEM'IFY 'IO BENNI�'17 CONSTRUCT[ON T}{AT I HAVE SURVEYED THE LANDS AS SfMN IN THE Af'k)VI� (W39,TnN ANI) 'PPA T' T'[I74 MAT) T(` n r,ry rrl -T1 --r„-.., - '----•-. ---__-__. _ � � �A-7TH-Aoil-S FLORIDA ENERGY EFFICIENCY CODE FQR BUILDING CONSTRUCTION Section 9 Compliance Program--Residential Point System Merhod Vecsion 1 .05 March , 1987 Department of Community Affairs Printout Submirted in lieu of Form 900A-06 / ` _............. ....... __.....______... _______.....___________________________.....___........ .....___......... .......... ______ PRO3ECT NAME : ING OFFICE:---- --------- | ���-- - AND ADDRESS | CLIMATE ZONE : 1 2 --�----�-��^��--���----- | ---------'=~^~~~ BUILDER: � � | PERMIT NO . : _____________ OWNER : | JURISDICTION NO. : ..................._______.............. .................. ... ___________ ........._____..... ...___ ......................___........ ___.............______.........._______..........___ .......................__................................._______ BUILDING OFFICIAL COMPONENT VALUE CHECKLIST WIMDOW5 Double Clear Total Area : 134 .0 WwLLS 1 . Ext Wood Frame Area : 10b7 .0 2. Adj Wood Frame Area : 24O .0 R-Value : 1 1 CEILINGS 1 . Under Attic Area : 1351 .� R-Value : 19 .0 FLOORS 1 . Slab-on-Grade Perim: 188.0 R-Value : 0. 0 DUCTS In Cond . Soace Length : ALL COOLING 1 . Central A.C . SEER : 9 .00 HEATING 1 , Heat Pump COP : 3 .V0 HOT WATER Bedrooms : 3 1 . Electric EF : 0.88 IHFILTRATION Practices Conditioned Floor Area: 1332 . 0 AS BUILT POINTS / BASE POINTS * 100 = EP ( 26934 . 5 29904. 6 90 . 1 GLASS TO FLOOR AREA RATIO = 0 . 1006 +* PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) ** COMpONENTS SECTION REQUIREMENTS =============================================================================== WINDOWS 904 . 1 Maximum of 0.5 CFM per linear foot of ope/ able sash crack . _..........____________________.....__________________________.....____..................................... _____________ EXTERIOR & 9O4 . 1 Ma:imum of 0.5 CFM per sgft . 0 door a1ea . ADJACENT DOORS includes sliding glass doors, solid core, wood pa.`el , insulated , or glass doors oniy . ..........___...............__ ........... _..........__.........____..........__........__________________________ ........................... _....____.........._..........__.................. EXT . JOINTS & 904 . 1 To be ca»lked , gasketed , weatherstripped or CRACKS otherwise sealed . ------------------------------------------------------------------------------- WATER HEATERS 904 .2 Most bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby 1oss req�irements . Switch or clearly marked �ircuin broaker ( electric ) , or cut-off ( gas ) must be provided . An external nr built in neat trap must be provided . ------------------------------------------------------------------------------- SWIMMING POOLS 904 .3 Spas and heated pools most have covers ( e:cept & APAS sola' heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have minimum thermal efficiencv of 754 _................. _ HOT WATER 904. 4 Insulation is required only for reczrculatzng PIPES systems . In such cases, piping heat loss shall be limited to 17 .5 BTU/H/Linear Ft . of pipe . ------------------------------------ ------------------------------------------- SHOWER HEADS 904 . 5 Water flow rust be restricted to no more than 3 gallons per mznute at 20 to 80 PSIG . ............... __.........._... ... _........ ____ ...... ...._________........_____ ______........_____________ ...... ..... ____________ HVAC DUCl 903.2 Constructed in accordance with industry CONSTPUCTION 904 . 6 standards & local mechanical codes. Ducts 1n Unconditioned space must be insolated to minimum & joints must Le sealed . ..............................__............_........ ....._______........ .........________.............________________.........______________ HVAC CONTROLS 904 . 7 Separate readily accessible manual or automatic thermostat fo.' each system . _............. ____________________________..... ...... ..............._ ...... .....___............ __________ CElLlNG INSUL . 904 .9 Minzmum R-19 . ** IUFILTRATION REDUCTION PAACTICE CDMPLIANCE CHECKLIST �* =============================================================================== COMPONENTS PEQUIREMENTS =============================================================================== PRACTICE 41 Comply with InViltration Prescriptives in above tab1e . ............ .........._ ......................____........................__________________....._______....____.....__..... ________________ PRACTICE #2 CoKply with P`'actice 01 and the following . _...................................._... ...................._..............__..............._......... ............._..... _....______________________........... ___..............______.............. _____ Exterior Walls & Flon`'s Top plate penetrations sealen . Infiltration barrier installed . Sole plate/floor joint caulked or sealed . Exterior Walls L Ceilings Penetrations , joints and cracks on interior =,.,+A,M ='. / 4WH . A"H r°ctWork Ductwork in unconditioned space must be senled . Fireplwith cutside cox'bustion air , doois, and flue dampers . Exnaust Fans Equipped with dampers . Combustion dsvices see 903.2 ( f ) . Combustion Appliances Provided with outside combustion air . _____ .................. ...... ....... __ ............_..........______.....____....._ __________________ _.....__......... .... ______ in Accordance with Sec . 553.907 F .S. , | Review of the plans and specifi '�ati�ns I Hereby certify that the plans and | covered by this calculation indicates specifications covered by this calcu- | cumpliance with the Florida Energy latzcn are in compliance with the | Code. Before construction Flcrida Energy Code . | this building wil | compliance in acc | 553.908 F .S . | CAU ER/AGENT : | WELDING OFFICIAL DATE: ' DATE: __ � SUMMER CALCULATIONS === BASE === | === AS-BUILT === =============================================================================== GLASS------------ � ORIEN AREA x BSPM = POINTS | TYPE SC ORIEN AREA x SFA x SOF = POINT _..............._.....__..............................___.............._..............___..................__________________..............___.....________________..........__ N 48 .0 38.3 1838.4 1 DBL CLR N 24 . 0 38 .3 0 .78 K . | DBL C L R N 24 .0 38.3 0.82 749 6 E 30 .0 79 .7 2391 .0 | DBL CLR E 15 .0 79 . 7 0 . 93 1107 .8 | DBL CLR E 15.0 79.7 0 .89 1066 .2 LA 56. 3 79.7 4463 . 2 | DBL CLR W 50 .0 79.7 0 .87 3480 .2 | DBL CLR W 6 .0 79.7 0.91 433. 6 | | | | | | | | | | _........ ___.........__.............._____........._..........................___...._ ....... ............ ....______________...............___.............. ... .......................... ......................___ . 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ GLASS | GLASS AREA AREA FACT�R POINTS POINTS | POINTS ........__ . 15 1332 .0 134 .0 1 .491 8692.6 12961 . 1 1 7556. 1 =============================================================================== | AREA x BSPM = POINTS | TYPE R-VALUE AREA x SPM = POINTS _ .............______.........._____..... ............_........................ ........__........ .........__...............____....... ... _______.....___............ ___........__...............________ WALLS----------- � Ext 1067.0 0 .90 960 .3 | Ext Wood Frame 11 .0 1067 .0 1 .70 1813 .9 Adj 24O. 0 0. 70 168. 0 | Adj Wood Frame 11 . 0 240 .0 0 .70 168.0 | DOORS----------- | Ext 41 . 0 7 .70 315 .7 | Ext Wood 41 .0 7 .70 315 .7 Adj 19 .0 2 .90 55 . 1 | Adj Wood 19 .0 2.90 55. 1 | CEILTNGS---------- | UA 1332.0 0 .60 799 . 2 1 Under Attic 19 . 0 1351 .0 1 . 10 1486. � | FLOORS---------- � Sib 188 .0 -37 . 00 -6956. 0 1 Slab-on-Grade 0 . 0 188 .0 -41 .20 -7745 .6 � INFILTRATION--------- � 1332.0 8 .00 10656.0 1 Practice #2 1332 .0 8 .00 10656 .0 =============================================================================== TOTAL SUMMER POINTS | 18959 .4 | 14305.3 =============================================================================== | TOTAL x SYSTEM = COOLING | TOTAL x DUCT x SYSTEM x CREDIT = COOLI�G SUM PTS MULT POINTS | COMPON MULT MULT MULT POINTS .................................___________ ..............______....____........._....______ 18959. 4 0.46 8721 .3 1 14305. 3 1 .0O0 0 . 380 1 .000 5436.O =============================================================================== ' . ******************************************************************************* WATER HEATING === BASE === | === AS-BUILT === =============================================================================== NUM OF x MULT = TOTAL | DESCRIPTION EF CAP x MULT x CREDIT = TOTAL 5ERMS | RATIO MULT ........_.........___.....................___ ............. ............ ................___...... _____________________ .................____...........................________ _ 3 3803.0 11409.0 1 Electric 0 .88 1 .000 3803.0 1 .00 11409 .O SUMMARY === BASE AS-BUILT === =============================================================================== CO9LING HEATING HOT WATER TOTAL ( COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS | POINT5 + POIHTS + POINTS = POIHTS .............................. _............... ............................ ................ ........____........._............ ............. ______....._________________ 8721 .3 9774 . 3 11409 .0 29904 .6 1 5436 .0 10089 .5 11409 .0 %934.5 =============================================================================== ***************** * EPI = 90. 1 * / ~/ ***************** r FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-B-86 SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZON S REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 3 PROJECT NAME 5t BUILDER: �M We7s" AND ADDRESS: �-� PERMITTING CLIMATE ❑ 2 3 OFFICE: fix ZONE: OWNER: PERMIT JURISDICTION NO.: NO.: NEW CONSTRUCTION %W� IF MULTIFAMILY,NUMBER OF CONDITIONED SO. GLASS AREA AND TYPE UNITS COVERED BYFLOOR AREA FT. CLEAR TINT,FILM,SOLAR SCREEN ADDITION E] THIS SUBMITTAL: EAVE�❑ OVERHANG E.© FT SPAGLENS �Fn SIPANE FT LEN MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL LENGTH REPRESENTS A WO ST ASE PORCH OVERHANG DOUBLE- SO. DOUBLE- SO, SINGLE-FAMILY DETACHED CONDITION: LENGTH m.E FT PANE �FT. PANE = FT NET WALL AREA AND INSULATION MASONRY R = FRAME R = STEEL STUD R = LOG R = �ID FTT m. — FOT t ' FOT m —IsFOT m CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED:WD 0 CON❑FOT �FS . OT WFT FTTft DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED CENTRAL ❑ ELECTRIC STRIP HEAT El FANS ELECTRIC El SOLAR SPACE R = ElROOM ElNATURAL GAS PUMP ❑ CROSS VENTILATION ❑ NATURAL GAS ❑ HEAT RECOVERY L 1141�Lt ElPACKAGE TERMINAL ElROOM UNIT OR ❑OTHER AIR CONDITIONER PACKAGE TERMINAL FUELS ❑ WHOLE HOUSE FAN ❑ OTHER FUELS ❑ DEDICATED HEAT PUMP IN CONDITIONED HEAT PUMP ❑ NONE El ATTIC RADIANT El NONE SPACE R = ❑ NONE BARRIER SF/EF m, SEER/EER= ,® COP/AFUE _ ❑ MULTIZONENUMBER F EF = .� BEDROOMS - INFILTRATION PRACTICE USED (o Ick l s - 2 ct c a X 100 = FT FM ❑ #1 #2 El #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifica' s covered by this calculation indicates and specifications covered by this calculation are in compliance with the compliance with the Florida Ener .Before construction is completed,this Florida Energy Code. building will be inspected for cro i in accordan with Section 553.908 F.S. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION ICOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: & Ar 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. ELECTRICAL FIRM: MASTER ELECTRICIAN IA R NAME - ADDRESS:� � (-� RFD BOX BLDG.SIZE BETW ENt-��--.) 7 S RES. f- APT.1 1 COMM.( 1 PUBLIC( 1 INDUS.( 1 NEW(-'� OLD ( 1 REW.( 1 ADDITION ( ) TRAILER ( 1 TEMP,f i SIGNS ( 1 SO. FT. SERVICE: NEW(-")' INCREASE ( ! REPAIR I ) FEE CONDUCTOR SIZE G AMPS i COPPER ALUM. f W'�' SWITCH OR BREAKERAMPS PH W VOLT RACEWAY 4 EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 9t.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. Oven APPLIANCES I i BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT @-1 OVER MOTORS,, H.P. : YIO TAGS PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS -_ _____.__..__�� ..-....ww www\• A\/t/1wM • i t DEPARTMENT OF BUILDING 10112 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 9-23- 19 BS 117 79 T 60,200.40 237.7S P37.75CKT Valuation$ Fee$ 6603 1 1 9I?3I 8 1.. OnCACC This permit not valid until above fee has been paid to City Treasurer,and is 60'P3 l A /1-3/S5 subject to revocation for violation of applicable provisions of law. � This is to certify that Elaine Brantley Lic. I CRCO2141 has permission to build Single Family Home f Classification Residential Zone RGIA Owned by Tom West Homes Lot 1 Block 87 S/D Sect ion H House No. 2S$ Camelia 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 ,I AFTER DATE OF ISSUE ---► i 0 Building material,rubbish and debris Z4 from this work must not be placed in public space, and must be cleared up and an away by either con- tractor o ow r. wilding Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER i PLUMBING ELECTRICAL _ SEWER t WATER I t CITY OF ATLANTIC BEACH Pe, APPLICATION FOR PLUMBING PERMIT �- JOB LOCATION rf,5J1--' /i PLUMBING CONTRACTOR _���i LICENSE NUMBERS �� �. 2- OWNER BUILDING CONTRACTOR l'*,etr TYPE OF BUILDING— / SINKS C SHOWERS ZLAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS _CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. i, FRAMING DIMENSIONS (CORNER INSTALLATICN) MAINTAIN " AIR SPACE CLEARANCE TO SIDES & BACK OF FIREPLACE. i ,• r� 13 is Q � �r / •,\ / �._ r J 17 ,� ZERO CLEARANCE. TO .KERS I< & NAILING FLANGE . l - ---M9�EL L F Q 36 ,X5,6 B %. I m Lr ...� 11 l� �, j 7y_s� _ m. i Q 4 13 57 0 ELIMINATOR 36E & ENRAGER 36EC The ideal solution for the space limited room Both units can be fitted with FMI's own "FULL- design. The Eliminator was designed to maximize VIEW" glass doors to maximize viewing area and the traditional radiant heat output of a masonry ambience in the home. unit. FMI designs, engineers, and manufacturs zero The clean face allows the builder freedom to clearance fireplace systems which are unsurpass- choose the surround or facing, whether it be ed in quality, ambiance and versatility. We make stone, brick, marble or tile for the custom look. a fireplace to fit any building requirement. The Enrager with its blower option and enlarged hearth area becomes a beautiful heat circulating unit that reduces framing costs ' without sacrificing burning area. Framing Dimensions � •, 40'/2" High Specifications f, 413/4" Wide 22'/4" Deep 213/8 t � 13" 2 in. Airspace " — to Combustible Materials 40" 331/8" 231/4" , 5„ 3611- 41 6 _41 Gas Line K/O Air Kit K/O d70, 71/2" 6ii Not Less i` Than 14 in. 9 6 in. — Hearth Extension 195/8" Each Side 16 in. x 52 in. IM v. ...4 h Features r • Deduced Framing Dimensions �� �' •, �; • Extra-Large Firebox .,,; i _ CC D • "FULL-VIEW in l Value Listed by Underwriters Research Report No. 3507 Approved for use by the • "FULL-VIEW"Glass Doors Optional Laboratories,Inc. International Conference of. City of Los Angeles File No.MH11306 Building Officials See Report No.24245 Fireplace Manufacturers, Inc. Distributed by: 2701 So. Harbor Blvd. A Santa Ana, CA 92704 6 (714)549-7782 The Symbol. Excellence ELIMINATOR t Model 36E N • Extra-large refractory w lined firebox , • Reduced framing dimensions • Grate standard . . • "FULL-VIEW' glass door optional • Outside combustion air optional ii ENRAGER Model 36EC • Extra-large refractory lined firebox • Heat circulating • Reduced framing dimensions • Grate standard • "FULL-VIEW' glass door optional • Blower optional i ---------- WEB NOTES ---------- a dX6 47' 1" 4X6 47' 1" WEBS: 2X4 #3 HEM-FIR, FIR-LARCH, OR o a �' ``= a a 3X6 38' 8" 3X6 38' 8" SO. PINE. a o aSTF1NDRRDp o a SYM HIGHER GRADE WEB AND CLB REQUIRED o 0 0 ABOUT WHEN SPANS EXCEED: 5X6 t7 1" 12X4 WEBS 3 p 5X5 38' B" 1 ' 4" ALPINEo o o 0pB=CLB= X4 CONT. LATERAL BRACE0 o V-".- �TRUSS ATTACH CLB TO EACH WEB W/2-8D NAILS5X7 47 ' 1" a0 5 X 6 46' .� t 5X5 42' & 5X5 47' 1" 5x4 45' 4^ ALPINE ENGINEERED PRDDUCTSMINC. _ = 3X4 47' 1" P.O. BOX 2225 2 .5x4 42' 1" POMPRNO 305 C B ,1-RIR 33061 33 LOCATE TOP CHORD OFF-PANEL SPLIJINTS WITHIN 6" OF PANEL 1/4-POINTDESIGN CRITERIA TPI TC LIVE LOAD = 38.8 PSF DASHES SHOW TC DEAD LOAD = 7.8 PSF 1.5X4 t7' 1" DIRECTION OF - 1.. BC DEAD LOAD = 18..0' PSF ELONGATED X TOTAL - 47.8 PSF HOLES IN DUR. FACTOR 1.33 PLATES ON TYPICAL CONTINUOUS JOSPACING 24.8" OC 1z25.00 So . OVERALL SPANS PINE 2X4 TC 2X4 BC SS DEN KD 47' 1" 47' 1" SS DEN t5' 11" 47' 1" 6 EQ. TC PR.NSS KD 45' 1" 47 1" 4 EO. BC PANELS S5 44' 8" 47' 1" I 4X8 47 ' 1 3X4 47' 1" 12EASURED FROM 3X8 48' 5" 2 .5X4 41' 2" 3X8 47' 1" INSIDE SCARFS #1 DEN KD 45' 8" 47' 1" 3X7 45' 1" #1 DEN 44' 6" 47' 1" ! f 3X6 38' 9" #1 KD 43' 8" 46' 8" j 3X5 32' 5" #1 42' J" 44' 8" i MIN BRG SPAN #2 DEN KD 42' 10" 45' 7" 5X8 47' 1" #2 DEN 48' 11" 43' 2" 6X8 47 ' i" 5X7 42' 8" 3.58" 47' 1" #2 KD 48' 3" 41' 1" 5X8 5X.6 38' 8" #2 38' i" 1 38' 6" LOADING SPACING 46 3XX6 47' 1"38' 8" 47 . 0/1 . 33 24 . 0w ' 47' 1 " MRX PLRTE TYPE--RLPINE 2X4/2X4 PITCH UNLESS THESE SPECIFICRIIDNS FOR LUMBER ANO TRUSSES REDUIRE EXTREME CARE IN HAN]ING """��"""'� GENERAL NOTES ALPINE CONNECTORS ARE FOLLOWED AND THE WRRNING ERECTION AND BRACING. SEE '8 �S C. Np0`;,' 64WBS MP 5 . 0/12 TRUSSES BJILT IN CONFDRMANCE WITH -QUALITY CONTROL tlANURL' BY &TPI, MRRCING WOW TUSSES: COMMENTARY AAD RECOMMENDATQ�••�(IFICI• Fes_ THERE SHALL BE NO WARRANTIES DF THIS DESIGN, EXPRESS DR IMPLIED- -TPI). SEE THIS DESIGN FDR ADDITIONAL SPECIAL B =Q :v4 rF 17LPir CONNECTORS IViE nRrAlFRCTURED FROM ZD GAUGE GALVANIZED STEEL REQUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD =r-. � 2 _ SPANS TO 47' 1 wl UNLESS 01HEPWISE SHOWN, MEETING REDUIREMENTS OF RSTM A446 GRADE A. BE LATERALLY BRACED PITH PROPERLY RTTRCHEO P C° 'Y CDNNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS SHOWN- SHEATHING, BOTTOM CHORD WITH RIGID CEILING OR B + E "TOTHS ARE 4- NDMINAL UNLESS OTHERWISE SHOWN. DESIGN AT MAXIMUM OF 10 FEET 0. C. DO NOT USE THIS =�y�', � COPYRIGHT 1979 5888446 > LONFDRM WITH RPPLICRBLE PROVISIONS OF .NOS-77 RAID -TPI-78 WITH FIRE RETARDANT TRERTEO LUMBER. ";FCS' 4Of,I.0 � *--TPI - TRUSS PLATE INSTITUTE, AOS - NATIONAL DESIGN SPECIFICATION FOR WD00 CONSTRUCTION s/ERGO EN��•`° ` 3/22/79 DRAW# A424,856 tA(iEe �c""zxri��n�T Tft71CTOR A-MI-CONN 471'2a 2 i- 3u+ 7+1(1- 4 f JJB+ E572 WEST BEAU THIS DESIir HAS BEEN PREPARE-) FROM COMPUTER INPUT SUBMITTED BY TRUSS FABRICATOR. TOP CHORD 2X4 SO. PINE •1 DKD 15% 1X4 t3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BOT .:HORD 2X4 SO. PINE *2 19% BE EQUALLY SPACED. ATTACH WITH (2) BD NAILS. BRACING WEBS 2X4 SO. PINE *3 19k MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. NO WANE OR KNOTS SHALL OCCUR IN THE PLATE CONTACT AREA. TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS 't ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND OF SCARF CUTS EXCEPT AS OTHERWISE NOTED. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. +C SEE DRAWING 132 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TROSS y FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTT'NG LUMBER TO PLATES SHOWN ARE CONTROLLED BY TRUSS FABRICATOR PLATE VERIFY THAT ALL DA'T'A, INCLUDING DIMENSID145 AND LOADS, CONFORM INVENTORY. TO THE ARCHITECTURAL PLANS iSPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Y. /usc)L'I' 12 •p 0��/ � � v'� _�7.0 Q 2 i 1-4-0 0.11. - - All H3 (i - - --- -- - - -- - PLATE TYPE- -W00l3MC SEAN-- 17I?f)! Fti?NISH R COPY OF THIS N ;IGN IO FP I'IION CONMHUOR ►E - o.�x> ■■ I11PDf�THNT■■ ll'-IM IN.INIaU PH,l..,1s IM. �J 1.,, : . M:.. IYI :{I :n u., P. F"y DESIGN CRITT TPI -11 , Li ?,T� L_, LJ Ll t J I.__r J•%) wt a 11l'+YUh'.igI ILIN I,,, WARNI N(y Iy YYdA b lHl.il,�l IW,. / _7—+— (� [� DR '{ CJ f -1 L_ 1 L.1 l.7 IUVINHUl f#UM It11SL vhI UII HI 100, LA IN/ LA i1Rlllr i4',R GiY !.c .! -n.' ,{ar. NL tnl Ifftl,'�l. ! ••�f •.•'L .� il. L 3l/ O PAF {ir1Tt c t / u .-.J Inti Lllill.h W FIIYr rNltuMr 1f1 d,IIJ Irt iMhs IN CIINfIrinYal LIYYlh tNt Hw,1; ItIuNIl."' » it Q',••h� f'. - -�.��/�,.. L-. L J 1-_1 L-J Y11H 111 •Lint 111 LLNINU rlrsall.• UI Irl HIPINt CU+NLIUk In•'l IY I 4 I:.,, 1,1, I ',1. 1'i(f., Y11E'Y, t'r T Dl_ 7 0 PSF DRVU 1 rW /f/ad HLIWLU tNlx1 ll) ,:ak Lrl►IWIC+U :1111 IN1.., NYI M Y 4L HI•. -r N1; MII ;:: IYI •V h T'` ••• �[�,/� O S �r G /I j L , PI l l 11111 NY1'1 'JINN, Mkt IIM, l: L.X,NNI', .y t41fl IWH\ „1.194 1 �IxnN, tJr 'lw,. f:l ! ! 1 ( b / • ( . HC. DL 1o.C PSF FL -ENG 1 l J IfM'lI t_.y.a i.1U % 16 bull. 11L<:. Itl LIILI, .UiNf IW) LUH'l It,', 911, YJI NII Y I uU N.IY rt .•LL 1 IIY„ �� GP:• I, 1�.o �� - -��-V y4VN txlrllw YlUlyd. Irf �- rarrlrh IYtakSi UnlNYl1l 'uUyl C'lllr'� tin' YI Y I�IU 11 f rA ay !1M' .tNL " • f`C . PITCH 5.0/12 a., n� •n•1 Ca W n. ) IA I ,IY, w:ewi :ro:1, _ —�--- !1 J11�1Nn TOP CHORD 2X4 SO. PINE #1 DKD 15%, EXCEPT IS cuOWN x 1X4 #3 HEM-FIR� OR BETTER CONTIN'JO'JS LATERAL BRACING TO BOT CHORD 2X4 SO. PINE #1 DKD 15%. EXCErT AS SHOWN BE EQUALLY SPACED. ATTACH WITH (2) 8D NAILS. BRACING WEBS 2X4 SO. PINE #3 19%, EXCEPT AS SHOWN MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. :T1-2X4 -S0. PINE #2 KC 15Y. : :B1-2X4 S0. PINE #2 KD 15% :W1-2X4 SO. PINE *2 KD 15% 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 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. " 5X12 J"= i 5X5 r^ \ DA 5.00 L, 5X5 � / V \ =2 5.LD XD i 2 X r1 / / 2.5Gr' �;� � 0 ~J jy R-1GIB4 ;I- 3.5D- 3.50" R-1S!E» ii- 1 . 5-0 C OVER 2 SUPPORTS PLATE TYPE--ALPINE SEON--385190 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 11.1.E s^ALE - Dzso� i FL Fl ENG:N�ERE0 PRxUCT5, INC. TRUSSES REQUIRE EXTREME CRRE DESIGN CRI P - ED/R __ **I M P DRT R N T** S4RLL NDT BE RESPONSIBLE FCR ANT WARNING IN HRNOLINO, ERECTION AND 7 OEYIRTION FROM THESE SPE 1? 1CR71ONS OR FNY CEYIATION FROM BRRCING.5EE -597-76-,(9aR.C[NG :000 TRUSSES: TC LL 30.0 PS0 2/2 0/8 E HOLM E S THIS DESIGN OR ANY FFIWRE BUILD THE TAUS; iN CON10 MANCE COMMENTARY PND RECOMMENCAT[DNS-•TPI1. SEE YITH TF£ -DUALITY CONTROL.flFD(URL' BY TPI. ALPINE CONNECTORS THIS CESIGN FDR FGO[TIOWL SPECIAL PER;'1R- TC DL } 7.O PS FIRE rTNUFRCTLRED FROM 20 GROGE GPLYRNIZ,O STEEL UNI-ES, HENT 3RKINS REDUIRBMENTS. UNLESS OTHERWISE �C DL I .O PSNG LUMBER OTHERWISE SHOWN, rEE71NG FEDUIREMEMS OF ASTr, RRN6 GRAM R- SHOWN, TOP CHCRD SHALL BE LATERALLY BRFCED APPLY CONNECTORS TO BOTH FACES RT EACH JOINT AN) LCCRTE AS WITH PROPERLY RTTRCHED PUTWDCO SHEATHING, TOT.LD. 147.0 PSLEN. 35—O—0 SHOWN. flEf7RING YIDTHS PRE 4- NC'1iNFl UNLESS OL:ERWISE SF10 60T-,Dr CHORD YITH RIGID CEILING,CR ERRCING j DESIGN STANDARDS CCNFDRM YITH FPPIICRBLE PRCYiSIONS OF R5 SPECIFIED ON DESIGN. 00 NOT USE THIS DUR.FRC. 1 .33 1 •NDS-32 AND-TPI-78 OR PCI-80. - DESIGN YITH FIRS RETAHORNT TRERTE LU11EkR. ---TP- - TRUSS PLATE :NS-I NOS - .N^.TiuNRL DES:GN 5PECIFICRTIDN FOR WOOD CONSTRUC77CN SPACING 24.D .... .. ..... L ........... .. ........ ii i.J I ` * PRESC['I: E. ` `i''pt be v'et o/ exce�ded by al � residences ) *+ COMPONE�|TS SECTT[ |`� RECUIREMErTS W[1 ;DO�� 90i ' / �^u '.x,»m �f �. 5 CFM per linca/ foot of ope/ahle ..........�� CFM per sfdnor a` e� , �DJ�CE�T DOU�L I �ciudcs sliciing glass jcnrs , solid core, =`�d pa``� , ^ � `euia ,ed . or ol +ss doors noi`/ . .........._....._ ............. _____ EXT . JOiNlS 1 c - l |ed , ga±keted ` "eatherstripped or CR��i(S n �nerwjse se�led . -- ---- ------ ----- - ------ ---------------------............ '--------------.......... --------- ms7 bear label ndicating compliance w/ASHRAE sta/dard p0 cr co.:ply *ith r [ficiency and st .`ndby ] css rewi. eTents . Svitch or clearl, � ircuv � brnape,' op cot-of �' mu�t we pravMed . An e` ternal o/ o',jlt � .�. |!eat frau mu�t be provideJ . ... _.............. _____ ___ 3WI�M� NG POOLS 9v4 3 Soas aod heated pools MOO have cove`s ( e`, ect hunted ) . Non-com*ercial pools must hkve � pvmo 4 �me/ . Gas sp. n pool heaters must have theooal effjrzencv o! 75% ........______--�___ - is rer/u, red oolv fo`- reci /rula� ��g PIPE� sys\eo's . ln �oci' casv s . oiuzng heat loso shall o� izmjced to l7 . 5 BTU/m/Lins"r Ftof pIpp . ------------- — --' - ----- ----- -- ------------'---- - --------------- ----- Q.tsr flcw aust he rcst , icted tc no more an 3 q " � lons p`o' uzny ,e HVAC DUCi p`�3 . � Cor�trucied i '�. accorJance witL i `�dust/ y CG�STFU[ | ]�� 9��` . 6 staodards � l��cal mechaWLai codes. Ducts n 1cnnditzonod space must be insulated to ..i .'jm.".. R-�. 2 F .oints must Le sealyd . -- -........ ------------- -- --- ----- -------------------- --------------------------- HVA[ �C|��TROLS �0� '/ Separate readily accessible manual or aut�matic /�'e'mostat for each system. ................ ______________ CEl�l�3 IH`�UL . �o�� , 9 ninzwum R- \9 . ' Rpb/V ' IDH P�W1fICE CuTPLI= E OiECKLI3T +* COMPCMFNTS WEIUI41 0 pip PRA[TICE #] [u:ply w/ th I /.filtratzon P.-escriptivcs 1 aboye .........��������������� PRA[TICE 42 Cnnply xith P.'actice 41 and `he fnllowzny . ...._.....________.....______ .........._....._........ ______ Exreric'' Walls Flcc`' Top pla �e penetrations se3lp | . Tni'i1trati^�� ba`ris' �pstalled . Sole [ late/floo' joiw ca' ' \ ke� nr sealed . �- - \}u���or|. D� c < uork � n unco� dit �oned space '��st be se, led . * |�i /'epla�es [u' ' �ppeg with outside co. �,st ��'� air ^ doo�s, , `d flue dampers. Exhaust Fans E'�o ���e� xith dampers , Co�b;� iion de , ices Combustioo Appl � n�ce� �. o` � deo � . th o'. �s�'�e cmxh^p� n` ai' . ............___________________________________ ___________________............... ..._..... _______ [n Acccr�ence w� �h S�c . 553. 9�� F . �. , | Review n� !�he plans a/'d specifi' atioos I Herebv certify tka� the cIaos aod | covpred bv this calculation indicates �pecifications covered �y this c�lcu- ) complia`�ce *it� the F�o`' zda Ene' g" / at 1�o are ix co/xo l iance wi th �he � Code. Before �-oostru ida Energybuil�Jing will � | cnmpliance in accurd � 553 .90E F .S . | 1:04 _ \ � - ~ _ WON on-"v w 1 .......... ........... ........ C LK 7 0�89 1060 7 0 87 A 6 0 , ................. . 15 COND . FLOOR 15TAL bLAS� ADD , BLASS ADj GLASS GLAS ', 111 T PUT 1 ITS i & r 1 .......... ...... i. . 15 1 .......... ............. ................ 0 Ent Wood Kame 100? .D K70 18 14 101 Phyad Frame 11 . 0 240M 0 ,70 1 % �() Ew Eyr wrw!.�� 4 1 .0 7 .70 Pi ci ci 14 .0 2X0 5n, :!. LM A 1 Q . 1 . 10 10%1 � low 1 L i"1 1 ON--- Pr TOTOL "ST Fql C i�jj,T 116 TC3 ! ;�)I G T SYSTEM COOL 1 1.T PTA I VAT 03 i. ,._`•.I F9_'j__T PULT KIUL.T i i T 1 VVE .. ............ ........ ...........__...._. ...........................­­ .......... 0 . 300 vq 3; r. Why BOSE AS-BUILT . . ... ..... ... .......... 'OR Ell AFTM MW wo f As s 1 TYPE sc ARTEN AREA WIMS OBL V LK 4 3 1 .33 2W. p 0. 70 2 0. 65 3 0 0 1 AOL ch T.P 0.74 -40. Al MA CM . AM GLASS CAP,`, r 1:-'ij,,' ................................ ................ ......... ........... ..... ......... _440.K .................. ............. ........... ......... ........... ........... W 0 � 301 . 0 pyt Wool Pcvme 3. 70 0047 1 " AM F4 0 P. 1460 3 MA Wood nome 11 . 0 P40 -0 3.60 86- C: I) Cf! ... .............. E� b 41 . 0 15. 00 so! E� r wnu � q1 .0 15 .40 631 13MG 25P . tic AM . 0 1598 . 4 19 .0 MIX 2. 00 RWR. sit Tw.0 8.qu S7 100.0 18 .RO 14"A&, j51...TIMPT10H-------- - 1235 . 0 W56 . 5 1 prac -OrAL CAP OUCT SWIEN CREDIT HEATINI': 1 CI 1 N T 2 ;1: (,.. ,! [41.1`1�11.1"I1 I fl T, 111..'(..j[...T P fil 10 .......... ..... ......­­­I ..........I.,­.......................... .................. I..... 1 . 0co 1 ,000 01 ,65 1 .000 BE D M vp 13" ...... ... .... ... ............ .... ........ PACE AS-GUILT CUT 11 V HEM 1055 MT 410 :TP 1 UT JAL TI:AT 1 NG HOT WATER 10 4 A L- FIDINTS ourns 7 PC IN! 5 1 FlINTS FG!"Mi POINTS - P 0 14 T .......... ..........- ... ....................... ..........I ........... ..................---- U70 .3 97?4 2 K"Aw 0 ?490 - 6 looMs 11409 .0 pmq24 .!�-! Eph y UTILITY SERVICE AGREEMENT (Water and Sewer) 1'IIIS AGREEMENT entered into this _,2� day of , 198 R� between the City of Atlantic Beach a Municipal corporation, Hereinafter called "City", and a corporation, its successors and assigns, hereinafter called "Developer". W I T N E S S E T 11 : WHEREAS, Developer owns land in Duval , County, Florida, more particularly described as �- 7 re��er"to acre plat engineering drawings, or legal description as Exhibit A and WHEREAS, Developer plans to develop said land by constructing ' buildings,' residences and/or other improvements thereon consisting of' ' 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. d, All taxes or charges imposed upon the property described above by any gover►unental entity or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with the terms of this agreement. 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. Casements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer • to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage Uumnitty of—f-1- to said state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and egress to each of the building sites on Developer's property which are served by City. All such easements shall have a ,width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from "non-domestic" drains including without limitation swimming pools, air conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shallnot 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. S. 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 tl►e Developer's engineering design, pla►is 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 stall 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 'JA 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 eneineer_ i,ti* r,}.. 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 appttrten,itic es tip to rtrtd including till metcxs shall ba ded.ictILCll to ►incl will be owned, operated and maintained by City.. All water pipes o►► tl►e 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 conunercial 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 $20.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at the rate of onethousand thirty, five dollars ($ 1,035.00 ) per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at. the rate of f . 1 U. 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 ner 3/4" x 5/8" meter C. If available, construction .water will be charged to building based on metered usage in accordance with current rates. F. Hydraulic share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property.. is provided by the use of a mein extension and ot.livr improvc.mcnts c:onstcucted by u prior devcluper and that Developer is obligated to refund a said prior developer Developer's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' main extension or other improvements to City. Said pro rata share shall be based on Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $ payable upon execution' of this !Agreement. 2. With respect to utility facilities installed by Developer to which future developers connect directly, and .in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the Hydraulic capacity and demand of said future developer whenever .feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of and B. Water plant capacity charge upon the execution of this Agreement, a total of q®, QO and C. Sewer plant capacity charge upon the execution of this Agreement, a total of y and D. Meter installation fee according to the City's service availability policy at time of installation which currently is upon application for book-up of individual lots, apartments, multi-family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and F. hydraulic share payment, in accordance with paragraph 11F-1 of this Agreement upon execution of this Agreement, in a total amount of.$ and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a total amount of $ . . . . . 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 ti!an 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 ($01.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plant costs above ninety percent (900) treatment, and of the cost .of any additional required outfall pipes to may be required by rites subordinated to the terms of the Agreement and easements required herein prior to any acceptance of the facilities by :the City. 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect the requested dwellings or structures on the said property at no additional connection fee (i.e. , in addition to those provided for above in this Agreement) , but subject to the continuing operating rules and regulations of the City including, without limitation, the pexiodic payment of the water usage and sewer usage charges in effect on the date of such application or thereafter reflected in the City's rate schedule. 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to the City by Developer under the terms of this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall. not inure to the benefit of the successors or assigns of the Developer. 19. It shall be the responsibility of. Developer to locate for builders any water and sewer taps or lines necessary in conjunction with residential or commercial construction. 20. Unless the damage to any onsite improvements are the result of the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer .of such property upon which the damage occurs shall be responsible for the payment to the City of such damage to City's property including all pe;cessary and reasonable repairs which must be made by the City or independent contractors prior hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim on lien describing the real property and the amount owed may be filed within ninety (90) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. Thereafter, the City shall be entitled to bring an action for the foreclosed under the laws of Florida. 21. Prior to final acceptance of tli.e utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. If the property is platted, one copy of the recorded plat shall be furnished to the City. B. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar and three printed copies o£ 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. { s 22. All notices that may or must be given under this Agreement shall sbe in writing and shall be valid if mailed by United States registered or certified mail, postage and charges prepaid from addressed as follows: To Developer.: To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box-25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and delivered aieesence of: Developer Witness City of Atlantic Beach Witness DEPARTMENT OF BUILDING 3.0-+�O9 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. j PERMIT TO BUILD j THIS PERMIT MUST BE POSTED ON JOB 4 Date 9-23 19 88 i Valuation$ Fee$ 48-50 iThis 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 R.L. aoms N PwmBI i has permission to UN Install Plumbing Residential RG048 I 4 906/6 Classification Zone f Owned b Tom West Homes 6648 1A 9/26/13 Lot Block 87 S/D Section H(1004 House No. 25 Cameli# Street r According to approved plans which are part of this permit I NOTICE—ALL CONCRETE FORMS I AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 1 /--D 4----- 0 O Building material, rubbish and debris -zi from this work must not be placed in publi pace, and must be cleared u h uled away by either con- a ner.. Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING { j ELECTRICAL r SEWER WATER { wow C��er#tfirtt��e of (�rru�rtt�tr� CITY OF ^ 6 &OA• Rai& ErVar#mpn# of Bnilbing Atelirdinn 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. GroupType,Construciion Fire District -- Owner of Building___—Address Building Address Z 58 # _ Locality By —-- —— -- Building Official Date: KWT IN A CONIPICUOUY PIACI BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: Building Contractor: Elame-, Building Permit Number: Address 9 5-� C Legal Description: 1 ,2 27, ��-- 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 s, ADDRESS_ , _ --------------- --- CONTRACTOR-------- ---- `-"'G__- ------------------------- OWNER____ - = C-�� _ Y!��� ----------------------- BUILDING_, p 4;)- MECHANICAL„4QII y_ PLUMBING_e ELECTRICAL_La2 d TEMP POLE_________ MISC___________ ELECTRICIAN --------------------------- DATE FAILED DATE PASSED TEMP POLE JEA_--------- ----------- ----------- FOOTING ----------- ----------- ROUGH PLUMBING __-__--_--- SLAB FRAMING MECHANICAL/FIREPLACE Q� TOP OUT PLUMBING ROUGH ELECTRIC ___ (}�/ FINAL ELECTRIC ---------- _ -343 FINAL BUILDING ----------- ELEVATION - ------ELEVATION SUBMITTED f ----------- -1- - ---- CERTIFICATE OF"OCCUPANCY ----------- ----------- DATE ORDERED DATE ISSUED n o x d r`ek 716 OCEAN BOULEVARD -- __ P.0,BOX 25 _, --- - --- - ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 13"tF:LN M A D L AN1) A L; _ ------------- t i tl t d ' BUILDING, PLANKING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: Building Contractor: Building Permit Number: Address: Legal Description : / O 27 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 ` -F --4-0y L Floor Elevation: required as built n/a Sales Tax Certificate:icate ------ - ------------- date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief --------------- --------------- --------- Public Works --------------- --------------- --------- Planning Director --------------- ------ -- ----- --------- Building Inspector 1r- 3