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Permits 410 Main St (vault) BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: �' �l 7 Building Contractor: Building Permit Number: ja795 Address: Legal Description: 41f 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: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWWG WJST BE CONPiLETE DEPARTMENT DATE/ NOTIFIED DATE APPROVED BY Fire Public Works f� Planning Buildings ADDRESS BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB FRAMING COVER-UP INSULATION FINAL BUILDING ` CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT INSPECTIONS ROUGH FINAL ✓�-. _�',�, .. `i � MECHANICAL PERMIT PLUMBING PERMIT # NOTES : CITY OF 4&.& B" Office of Building Official L11 REQUEST FOR INSPECTION � d Permit No. --/ 7 Date Time A.M. Received Job dr Loca ty Owner's Name Contractor 'for BUILDING CONCRETE �,� C PLUMBING MECHANICAL Framing E, Footing Ell Rough Wiring E Rough 11 Air Cond. & El Re Roofing 11 Slab E, Temp Pole D Top Out D Heating Insulation 0 Lintel F] Final E, Sewer 0 Fire Place c7j Pre Fab READY FOR INSPECTION (A _;.,;M) Tues. Wed. Thurs. Friday A.M.ti Inspection Made Inspector Final Inspect Certificate of/cupancy E Date ---—------ DATE PRE-EERVIk.:E DIVISION JACXSONVELiCTRIL AUTHORITY .: 3--- WEST DUVAL STREET JACiiSONVILLc', rLOiiIDA : :0 THE :OLLOWINIG 4INAL INSPECTION(S ) iiAVE :3E—EN IAZLIE A2kt; �t{� SAT!S3 ACTOR Y ------------------------------------------------- ------ -------------------------------------------------- ------ ------------------------------------------------- ------ -------------------------------------------------- Enclosed are the blue copies of the permits. REL , n BUILDING INSPECTION DIVISION cc: FILE CITY OF � ctic �eacl� - �wtiala 800 SEMMOLE ROAD ___ ------ ----- ----- - ATLANTIC BEACH,FLORIDA 32233-5335 TELEPHONE(904)247-5800 FAX(904)247.5805 NOTICE TO: Water Department FROM: Building Department 1-7 r, DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction Hater is no longer needed: Permit Number Address l Si-ncerely, Building Department -7 -7 DATE: t PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS ? HAVE BEEN MADE AND ARE SATISFACTORY: r Ox----------- - ------------ ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc : FILE CA/I CITY OF 'T6 Office of Building Official REQUEST FOR INSPECTION D Ftrniil' No.are Time A.M. Received PM V ,,- Ad5 ss Lcca i Owner"', BUILDIN CONCRETE ELECTIfiCAL N G�-, ECHANICAL Footing a mng Air Cond. ming Footing Re Roofing Slab Temp Pole 7�, Top Out Heating insulation Lintel Final Sewer Fire Place Pre Fab READY FOR INSPECTION Ml' Tues. Wed. Thurs. Friday AM. Inspection Made Pm. Inspector Final Inspection Certificate of Occupancy t Date CITY OF ¢¢¢ �zz� tt t" r - ^S{ {!_"- tib ga-r+i q i -9 Perm;i NO. Poi Locality yam. — —---- ---Gcntrac!Of —----- CUIf DINIG vONCRETEc- Jr ""`�PLUME)INC.; MECHANICAL ml"9 Footing a��R�cchirn�a L -"-`Rough - Air Cond. & Re R�oring Slab Terp Pcle �5p Out Heating nsulation linlei - Fina; Sewer Fire Place Pre Fab { READt FOR INSPECTION Tues q rel. Ion. Wed. Thurs. Friday _P.M. A.M. i,specilorr, loiade P.fei. -- -71, Final Inspection (' Certificate of Occupancy Date -------------- --- Taft-firatt of Orrupanq Tito of Atlantic Ncac4 — Nloribx 1epartment of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard s Building Code certifying that at the time of issuance this structure was in compliance with the - a various ordinances regulating building construction or use. For the following. Use Classification SINGLE FAMILY Bldg.Permit No. 12795 Group w.frame Type Construction S f Fire Distri Atlantic Peach 81 Phillips Higlywa Owner of Building Pulte Homes Address .jFle $6 t 31.1e 'T 12 Bui ing Address 410 Mai Street Locality Atlantic Beach: FZ 32233 By. DON CC FORD Building Official Date: lr POST IN A CONSPICUOUS PLACE Tertifirate of Mrrupanq Mtv of Atlantic ll har4 — 31oriba Department of Nutlbiug Intipectiou This Certificate issued pursuant to the requirements of Section 103.8 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 Single Family Residence Bldg.Permit No. 12932 GroupW.frame Type Construction S/f Fire District Atlantic Beach Owner of Building Pulte Homes Address 8081 Phillips Highwa 14 rz—�irs6--- Bui Address 480 Or id Street Locality Atlantic Beach, FL 32233 By: DON C. FO�R/D 4 Building ficial Date: POST IN A CONSPICUOUS PLACE CITY OF Office of Building Official REQUEST FOR INSPECTION 1,2 a Date— a ' ` Permit No. Time Received a P.M. Job Address —7 -tneality Owner's _contractor - Bl71LD1NG CONCRETE ELECTRICAL ( PLUMBING MECHANICAL � Framing - Footing mng _ -8 — Re Roofing _ Slab Temp Pole Top Out = Heating Insulation Lintel _. Final - Sewer Fire Place i= Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made ._ _(__L P.M. Irsp•_ctor --- Final Inspection C �_�`Certifi Df.Ocsapancy' __sem /�dd//6 CITY O/F 14 Office of Building Official REQUEST FOR INSPECTION � � . Date �v Permit No. _� ") 4 Time A.M. Received Job Adss Lo Pity Owner's � , Name. * Contractor j,-BUILDING `� CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing Rough Wiring E, Rough Air Cond. & Re Rooting Slab _. Temp Pole — Top Out C' Heating Insulation Lintel - Final _ Sewer L7 Fire Place C Pre Fab yam, READY FOR INSPECTION ' r A.M t Mon. =' Tues. Wed. Thurs. Friday " P.M. A.M. Inspection Macf RM. Inspector �/- y. aTlnspecti I Certificate of Occupancy C � a 012 P03 MAP SHOWING BOUNDARY SURVEY OF LOT 5, BLOCK 1241 AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 01'22' W FOR RIGHT-OF-WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT, NOTE: ELEVATIONS SHOWN THUS: 8.8 AND REFER TO NATIONAL GEODETIC VERTICAL DATUM OF 1929, .G' rlor'.>+ c! M .9AIAWAI 7'1,1 l,F JAOY W'oe)4) MAIN STREET (50' R/W) S01"22'00"E 50.00' �w 220.0' CID (A x w _ w a L 0 *0 11 ti a.o' w 00 z z , q m 1 eOA10,974 J° F',o V/o 8 L 0 C K ! 1 2 4 u � 50.00' 601.22'00"E L 0 T 4 L 0 T 5 L 0 T 6 B L O C K 1 2kECEIVED FEB 1 o 1997 G'Y T-9� .✓o7vauun 444 IVvws. C eac '097awaWrIev .5'4WeY t-le47- 17 Alar-': Pa&W1) 4a I4"1 miaidong and Zoning I HEREBY CER nFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS UIGEN D: THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-•-6, a FD, CONCRETE MONUMENT FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER 0 1/2" FOUND [RON CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN, 0 1 j2" SET IRON - LS 1704 B.R.L. BUILDING RESTRICTION LINE FLOOD CERTIFICATE:THE LOT SHOWNQ CENTRAL ANGLE HEREON IS 114 FLOOD ZONE "X". ........_ AS SHOWN CiLARSJON AND ASSOCIATES. INC. R RADWS ON THE FLOOD INSURANCE RA-TE MAP, COMMUNITY 1643 NALDO AVE., JACKSONVILLE, FL., 32207 L ARC LENGTH PANEL NO. 12007 —.0001_D DAIW 4--17-89, CH CHORD P.C. POINT OF CURVATURE SURVEYED SEPTEMBER 10 1996, P.T. POINT OF TANGENCY" P.R.C. POINT OF REVERSE CURVE SCALE:_y" = 20' Fd. FOUND REGISTERED FLORIDA SURVEYOR de MAPPER NO.4487 R/W RIGHT—OF—WAY FIELD BOOK 555 PAGES 66 & O.R,V. OFFICIAL RCCORDS VOLUME S1�© i2 JOSE A. HILL JR. X-6 FT. WOOD FENCE- -- HHLL ATL BCH TEL No .2475805 Apr 3 ,95 15 :31 No .010 P .02 FLOODPLAIN 06VELOPPirWT INrOM MATY019 "FlooTYPIP of De'VVlopsccnt S i Nip C L C A Il`1 t i4-0 M r--- Flood d Zone «..+_..r._...... rr,.r.-..ir...,..r ReaMirwd Lowest Floor tlrrationtr_._ tf building is located within a flood hazard sans, a survvr ouat b& iiede AFTER Tliti SLAM MA13 19106M POURED, osrtityino that the LOWEST FLOOR CLCVATION is equal to or above the boom, 91000 elevation esta►blimbed !or that sone. No flneA inapeotlon will be made and no aertitcote of occupancy vill be issued until the survey So on lili !Ath the Building Department. COMKENTSf ApplicaHt . AolcnowLedoementi X and*ratand that the Awsuance of this permit Am 4MOSLnoent Upnq the above information bainp corrodt and that than plans and mj&PP"tIng det+a bove boon or wholt be provided as required. Z &orae to comply with ail applicable provisions of OrdAnanow Mo• 5th-7-1l and all other lova or ordtnanais •9ieatlnp the proposed devwlopmont. Gate___ _( _CZ-.Applioant•s $ionaturi,,,,-_.,.---------------------- -------------------- Department ------ -----r----__----r... -----_----q._----_Department Use R•awired Lowest Floor Rtevation '� As Built Lowest Flops tw lstl,oa -CL.l_- - 5wrvwy Filed with Nutlding "part■rnt Build ng Oopart� nt re-OM atgive paRv 9 ✓ CITY OF 4&4a4-c BeacA-I& Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received PM, aJob Localit Owner's Name ame Contractor BUILDING CONCRETE ELECTRICAL r LUM ECHANICAL Framing Footing Rough Wiring 01 Ro qh A?Cond.& Re Roofing Slab Temp Pole — 19eating Insulation L Lintel Final F—', Sewer 1 Fire Place Ell Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made P.M.Final Inspection E Inspector-- Certificate of Occupancy Date A CITY OF a V, Office of Building Official REQUEST FOR INSPECTION Date / Permit No. Time Received ` P..M. Job_—ress Loc 'ty��//��®® Owner's /�— Name l Contract BUILDING CONCRETE ELECTRICA PLUMBING r MECHANICAL Framing _ Fcoting _ Rough Wiring oug Air Cond. & Re Roofing = Slab - Temp Pole = Top Out Heating Insulation E Lintel Final E Sewer - Fire Place C Pre Fab READY FOR INSPECTION es. �'f/►I ( i Thurs. Friday Inspection Made \� Inspector _ _ Final Inspection Certificate of Occupancy Date p�LANl,C' '��ORIOP OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE 410 �� L / �7/�6 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B`DG CITY OF C)fficc a, BlugiWing Official FOR INS.PECT IO Permit 111,), ate Jcri Ad,-,-es= Locality PUl! LDI CONCRETE ELECTRICAL PLUMBING MECHANICAL Rough Wiring Rough Air Cond. & -9 Glab Temp Pole Top Out Heating ensu1-intel Fina; Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. ' 'c Tues 1 J7 'Ned. Thurs. A.M. W Finai Inspection Z Certificate of Occupancy Date LANTiC' F�0RroP NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE CP_ -16 - 07 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted � / SS T O-N Vt/ " t2 F $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 2247-5826, Building Depart- P` c _ ment for an inspection,.Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG CITY 4& OF4od4.c BwcA-49ks& Office of Building Official REQUEST FOR INSPECTION -7 7 Date Permit No. Time A.M. Received RM. Job Address Loc0ay Owner's Name —1/ Contractor �Ui��G PLUMBING MECHANICAL CONCRETE ELECTRICAL Framing Footing Rough Wiring Rough Air Cond, & 7, Re Roofing Slab E Temp Pole = Top Out Heating Insulation Lintel Final Sewer = Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. 1�Th,,, Friday Tues. Plvl. Inspection Made r inspector_—_ Final Inspection E: Certificate of Occupancy Date MAP SHOWING SPECIFIC PURPOSE SURVEY OF LOT- 5, BLOCK, 1.240 AS SHOWN ON MAP OF SECTION `�H ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NORTH FLORIDA CLASSIC HOMES BEARING REFERENCE: N 01'22' W FOR RIGHT-OF-WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT. NOTE: THE SPECIFIC PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATION OF ALL TREES WITH A 6" DIAMETER OR LARGER, NOTE: THIS IS NOT A BOUNDARY SURVEY. G�aD� prj COO! v aL�As�°'� P�� B {-7.21) It PA Y'r ----.- (7.37) MAIN STREET (50' R/W) 2 00"E 6•e 5 .00 w 220.0' uj 7"' WAX MYRTLE V) \ N o N c0 p Il,b7', N 0 2.73•. LAJ ND i 3• LwAi it 0 �G Z - ,3• 0Lo 0 o Q `� co �oPG 4 CO a z Cc PATIO Ale 8 L 0 C K 1 24 C� L9 50.00' S01 '22'00"E L 0 T 4 L 0 T 5 L 0 T 6 PRO Mc rc-D " rREc_5 B L O C K 1 2 3 ro Be REMOVED 4M&AypEv /o-4 - 96p ra show' PG AA/ /094. ,4MEA/oED - 2Co -940 ro 514oW &4E✓A7"J40AI5 F HEREBY CERTIFY THAT THi* SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRCCTION MEETS (LEGEND: THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, 0 FD, CONCRETE MONUMENT FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES). AND FURTHER 0 1/2- FOUND IRON CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN 0 1/2' SET IRON — LB 1704 S.R.L. BUILDING RESTRICTION UNE FLOOD CERTIFICATE:THE LOT SHOWN HEREON CIARSON AND ASSOCIATES, INC. 0 CENTRAL ANGLE IS IN FLOOD ZONE 'X' _ AS SHOWN R RADIUS ON THE FLOOD INSURANCE RATE MAP, COMMUNITY 1643 NALDO AVE., JACKSONVILLE. FL., 32207 L ARC LENGTH PANEL NO. 120075— 0001 D DATED 4-17--69. 44Z �� CH CHORD P.C. POINT OF CURVATURE SURVEYED APRIL 15 1995. P.T. POINT Off' TANCENCY P.R.C. POINT OF REVERSE CURVE SCALE: 1" - 20' FD: FOUND REGIS TE D FLORIDA SURVEYOR do MAPPER NO.4497 R/W RIGHT—OF—WAY FIELD BOOK 555 PAGES 66 LOCATErRE*$ JOSE A. HILL JR. O.R.V. OCATE RECORDS VOLUME_�! r, (4,16 EG,Ev-) 0 o TREE I CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT I TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 70 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. 4;�;7_ ,6'kNIC- W/'. INC , .2� ELECTRICAL FIRM:_ MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME Me'A/A 4/yff -ADDRESS-- T/P /��//'✓ SJI`` R D- BOX BLDG.SIZE BETWEEN: 3 2 D + 2 s f RES.1 ) APT. ( I COMM. PUBLIC( ) INDUS.( 1 NEW( ! OLD ( 1 REW. ADDITION ( 1 TRAILER ( 1 TEMP.( 1 SIGNS ( ► SO.FT. SERVICE: NEW K INCREASE( 1 REPAIR ( ! FEE CONDUCTOR 81ZE ( ).. AMPS 2 C,> COPPER fY0 ALUM. SWITCH OR BREAKER 2 AMPS ! PH Z W I Z o VOLT 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 O-SO AMPS. 31.100 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 CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED $ TOTALFEES _ _ s44 12795- T 'MENT Of 81ALC?I a E R s I � Z2 CITY OF ATLANTIC BEACH yqpyy��q{ °�yµp♦, x m y „„aIQ ; �J ixWftR' 7i �11 ± PERNIT' RMATIAY„11sR K4 - s ..— __ — LOCATION I NFORM,AT I OIC tt Number'. maAddreSs . 4lb MAIN STREET -�" Perm�.t filriktyC�ILI?I�i� , � ATLANTIC BEACH,. FLORIDA 3223-3 0 5 of Ne�xktNEi --- LEGAL DESCrRIPTI.bN on r TTa+ :WOOS , RE ' ~E1 vck:124 LQt'tfiwt t 00. Dwe 11 �y i Subdivision:SECTION .'H f' ' sot a }?able# 8 £Lr 00 y Tdtsl xZ28 . 62 , WWI ��, Tl P& r` , TION417_ APPLICATION" ,PEES -- bEATION PE IT 3~82;5 A r I GHWAY E dyry �+y 'NA _ I T PEE , a 0 I VR 2 r,ii "' n. a .P .i *, WAT R ,METER/T E 85 Q RADON £�A:S_N' R.S.' !r 28 ., R.` FORMAT I RADON CAB 5%` N ,SIJ AT, _ :r 49kto/85/S6 Rice i, W 2 rt 2 8 Lwwwa;l PO , A :k t.. 81 B AY SLI,ITE 14 SEWER TA1� � �4��; � 0.00 ,.. LORI DA 311.5 6 `: CROSS CONNECT I ON 3.5 r 40 . Exp: 1 SEC H IMPACT PEE 750 .00 T ,ST ' wo . SCNAEE/ iTL. 16 ell CN. 77 ^'y kr ` AL1.+I ?NGAVM F AMS AW FOOTINGIS'MUST SE INSP T !i E IIE V FENT SIX MONTHS AFTER DA ISSIE 4_ SUIur' #$$lal MIS FhA THIS WORK MUST NO4a, ACEI3 IN F'UELIC SPACE,AND MU P A tAY Iii'1=I1'H�i 1ti1TRACTOR OR OWNER a -MECHANIC"$ LIEN; W CAN �! I II' TO APPRCACEII PLANS WHICH ARE PART OF THIS PERND S�BJECTT/ 'IOit# O� Ft, " r� WWI SENT Y .s Psi DOARTMENT OF 8WIL61ING CITY OF ATL TIC BEACH, PRRMI"!` INPORIA''I4N -^ -_ _ LOCATION I NFORMAii ON P rrnit Nul + x. 12508 Address: 4,10 MAIN ISTRtiT, ��**,, ;P@fit' 1z � 'pe:P'I.U.M IIs ATLANTIC" �. BZA�K FLOR IDA 32233 Lr , i� .� Cl Wf.�X}it ,..,._......... .. LZOAL DErrSdRlt. 3{Oj� n t r . Type 'WOOD .F'R�;,ML� I ock:12 4L Ctt # 5 Twp.- 0 rdpased 08O.-SINGLE PAMILY ;Selt"tc £11: O Subd: Rnq: 4 1 W}E3 1Y2t $! Q Subdi visi©'n:LECTION H � 0.00 tlprov. Coilt: 0.00 roti: y"Amount PAW It V14 '41 . TO APPLICATIONpr S -- i RATION PBRMIT�4 53" 5p A &r L I ON +tAYSAM r L C}1I)«1A 322 r � � :� ";ws'" a , "I , .,.,. B..,..Pr I AtC 44 "FL» 3,2216 CP' Exp, NO I i r� I i r � NOTtCEf--ALL CONC"OI:TE fOJRMS ANFOOTINGS,MUST t3E IN$PECfiEtJ t OpE"AAt" i tPERMIT VOID SIX MONTHS AFTERDATE tTF�ISSUE B C)1 1G Mi4TER(AL,RUBBISH AN© DEBRIS FR 6M THIS WORK MUST NOT BE PLACED IN"PUpLIC 3PAGE,AND MUST BE C .,.AREt3 Ulf ANC)Y"HAULE©A1MAY BY EITHER CONTRACTOR OR OWNER =`ill U t T4 ,Y' Wli, H THE MECNANlCS' LIEN #W CAN �SllLT IN # C ► °f Ty', ' .�' 'YING TV1/1 E CSR BU1L. 31N i, Alr`P # 'i TV9 UEU ACCORDING,70 APP,RCXVE[3"PLANS WHICH ARE PART OF THIS PERMIT ANC?"SUBJ"ECT TO RQCATtQN FflR N N ARP IOABC,i PI+t fit 3Nfi O1'LAW1 . " 14 xCWS I37Erd q p, TQC SEACH BUiiCttF€a.GtE ' TM.ENT �9f8321tN8 Gt . 2 � t A Z��S CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: LIM M-At�m OWNER OF PROPERTY:-2" /6 4/"/5 BUILDING CONTRACTOR: d lr, HOS S PLUMBING CONTRACTOR J� , t14u,M1L1 4 J, AIS ujAdA16 AND ADDRESS: &V �ulylW4 23h1W TELEPHONE NUMBER: _ �0L 3 STATE LICENSE NO: Lely 33 16 TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS 1 DISHWASHERS URINALS f DISPOSALS CLOSETS j WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER Z' .sE 4643 TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5825 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 24?-58 v ES ukju e Lae; to ,"i --..-_ lttt_ .t 111,L, �tl.il list( tiYJuva �-4 1 NOTICE OF CO 0 Bk: 8499 Pga 3.1335 To whom it may concern. Doc#File 'J'� coy d 1 .12/09.'96 The tmdersigned hereby informs you chat improvements 01:43:5.5 F,,pt_ will be made ra certain. real prope�rry, and is HENRY W. CdOK accordance with section 713.13 of Florida Statutes, the CLEW CIRCUIT COURT UNTfollowing information in stated in this NOTICE OF VA SC6.00 pL COMM NCCCCE►+MM Description of Property: Lot 5, Zloc3C 124, SECTION' "S" ATLANTIC E IMCJ, ace_ox,&-'_rg to tLe Plat thereof– — a3 ri:corded in Plat Book 18, paLSO 34, of the Curratit FUbl;ic Records of Duzra3 cot=ty. Florida. ,, , Florida • Gen 'dl&scziPdon of improvements: $we3.l,inq �y{r�l_ Y51S1LQ �� COZDciZHt].an _ Aldre* 9081 Phillils Highway 414, J?nksonville, Flo?;:.6a 32256 CNvm-e s iuWm-t in site of tho improvement . Fee sixc d Title holder(if ocher Tl=owner) ,. _ Name _ Address Contractor Pulte 9*1— C—Parar-i.an Address 8081 RU13-i.rs Bighwav J414, Jg!;r-ksvravx.11c, Florida 32251 Spy Of MY) Addxrss Awaunr of bond$ — c7 �Cr Nu= and addrrsx of any person malting a loazi, for tho construction of the 1mproverne:lis. Maur ddresc Name- of person within the State of Flox,Aa, other than hirnself, desigaatrd by owner Upon whom notices or other documents m,,y be served-, Name— Addxcss _ In addition to himself, owner designates ;.he following person to mceivt, a clapy of the Lienor's Notice as provided in Sczti.on 7,13-06 (21 [b), Florida Sranxrts_ (Frei in at Owner's option). Name ..._. Address _ _ E'a 2te Hamrs Corprarat,ion, a Michiq= STATE OF Florida c1:rP0=atiQx1 ) A COUNTY OF 'al 14e 2 Thu foregoing instrument was sworn to d subscribed before: me ibis 4rh day of Deaembe„r 19 96 'by who is �knownMmeorpcoduccd — as identification �^1 and wbo dididid nor take an oath r Pccp�SY aaa-1�-To: ME WTOUTAN UTLE&GUA MAV1l Y Co- ;Nil Yttd11C Sigaz�e 6620 S;out2s�oi.at rh-. 3atith,••�4017 �7sc'+�c�av_SZle, PL 32216 - - ""••`yyam� Nr,X17F I=d?*W=- -lane. �:OidT4n��ire�errs a��, w!Y �1�111lFF(�Spar,ti �ZT�e��7 AMc t�errr-» CITY OF ATLANTIC BEACH, FLORA ApproY.dbY APPLICATION FOR ELECTRICAL. PERMIT � 1 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: w' 1� 19`1 \\ 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 .Munson and Bryan EiiRC Co. EC-0001713 ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNE MNEYMAN NAME UJtL _ ()yf)',A.DRESS: -�� ZL- ' RFD BOX BLDG.SIZE BETWEEN:_ ASS- ine l:t.R-�"1. 1 1 RES. APT. ( ) COMM. ( ) PuUC ( ) INDUS. ( 1 NEW OLD ( 1 REW. ( ) ADDITION ( ) TRAILER ( 1 TEMP,( 1 SIGNS ( ) -SQ. FT. SERVICE: NEW `!`t INCREASE ( ! REPAIR ( 1 FEE CONDUCTOR SIZE 910 DAMPS COPPER ALUM. SWITCH 0 BREAKER L '50 AMPS PH 3 W t fl VOLT NrbU RA EW Y 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. 91.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPl. I ovin APPLIANCES I I 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. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I NO. lKVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES µ 12864 DEPARTMENT OF BUILDING CITY OF ATLANTIC BE -- f--PERXIT INFO1Rl+IIATION -- ----- LOCATION INFORMATION -- Petmi t Number: 12964 Address: 410 MAIN STREET ermit , 'ye:MBC ANICAL pATLANTIC BEACH, FLORIDA 32233 ClIissof 'Worktl ZW --------- LEGAL DESCRIPTION ----------- C nstr. Type;.WOOD FRAME Block:124 Lot : 5 Twp 0 Pe`00osed 0ie:SINQLE FAXILY Section: 0 Subd: Rngr 0 Dwellings* 4 subdivision;SECTION Ifi Est . Value: 0.00 114prov, Coot.; 0.00 Total Pe IB t 43.00 mount Date 9C No. AL HEAT AND A I R TION - APPLICATION ,FEES Na e, d ATION IT 43.00 Ad r IMAY, . L LORIDA 322 Ph�ln £ � p . R ORHATT Nage MC AIS- EA I Nf3 CONL1 OR Noll FLOR TI)A; 3 073 L ` Epp: T : 3 �s. NC . NC)"1"" ALL CONCRETE I MS AND FOOTINGS MUST Be INSPECTED BELE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE G'S ING MATERIAL,RWSIS14 AND DEBRIS FROM THIS WORK MUST NOT BE PLACED,IN PUBLIC SPACE,AND MUST BE RED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER �f LURE, 'C �� WITH THE MECHANIC'S LIEN LAW AN RESULT IN I � I AYIN TWICE FORTHE BUILDIN .ill ACWMENT 7 L6 11154, ` D ACCORDI TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND If kVA 1l TION C APKIC ABLE PROVISIONS OF LAW, CASH AT C BEACH BicJR NG DEPARTME dT B BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH. F_ORIDA 82299 APPLICATION FOR MECHANICAL PERMJT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: Between And BUILDING / Sub-division /aT „e L. .� 22- -gq � If. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in tho above statement we hereby agree to perform said work in accordance with the attaciLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical McGowan ' s H e a t i n O & Air— Contractors Contractor (Print) Cond. Inc . Master CACO-18970 Name of M-48 Property Owner �h Signature of Owner ? Signature of or Authorized Agent .-'; r 'fact or Engineer III. GENERAL INFORMATION A, Ty of hosting fuel: B• IS OTHER CONSTRUCTION BEING DONf.ON Electric THIS BUILDING OR SITE? ❑ Gas—❑ 1P ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRTION Q Oil PERMIT ❑ Other — Specify a IV. 11111111WHIANIM EQUIPMENT TO If INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Hest ❑ Space ❑ Recessed *Cannel O How New Building Air Conditioning: ❑ Room Central ❑ Existing Building -41 8�Ouct System: Materia 'l Thickna_9___/,- ❑ Replacement of existing system 1 Maximum capacity )ee�U c.f.m. ew Installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacity q,p,m, ❑ Other — Specify ❑ Fire sprinklers: Number of heads ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY Q . Gasoline pumps_ (number) (Ill 13 Tooke (number) Remarks Q LPG containom (number) Q Unfired pressure vessel Q Boilers Permit Approved by Date ❑ Other — Specify Permit Fee U19T ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT � Y Aj1� Ntnrsber Unit. Description Model Number Manufacturer (ztina J D v, Iff,ATING • FURNACES, BOILERS, FIREPLACES Ntunber Units Description Model Numbs r Manufacturer )y Sea '63�-'2s-- TANKS RM many Nowinal Capacity TYPO LWd Name of Serial Approving and DImeusions Contained Manufacturer No. Agency r 413 ROPERTY DESCRIPTION CITY *F 800 SE HNOLERO:V) (,ot +►_ __Block / Section �Y-------- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 Subdivision: �CLU� ' FAX(904)247-5805 ,Street !lame N� or Address: DESCRIPTION OF WORK If in a FLOOD HAZARD Flood Zone: VIX1 --------------area complete page 3. Brief Single Family Dwelling Description: - Class of Work: (New/Remodel/Addition) New ZONING INFORMATION Type of Construction: Zoning Proposed District: PUD____Use: Single Family Residence Estimated Value $-3 QEjU, Exceptions or Materials: ne #: Variances Granted: --------- --- ------------------- ----- Solid or ----------------------------------- --- Filled Ground:_Fillesl______RooS:_Shinglas__ OWNER INFORMATION Method of Heat1ng:__Ej.CQLr1C________ Property Owners Pulte Home Corporation Phones 733-7300 -- Moiling ---*_-_�----- - -• --- -------------------- -------------- Address__-_ Jacksonville, Fl. Z 32256 ------------------------------ +T - y- p;----------------"- CONTRACTOR INFORMATION Contractor:_Pulfie Home or orat'o Phone:_ 733_7300-__ mailing ----------- -P----�- --------------------- - Addrepaz----jqf)S-j-- p�,i 1r,�,� --------------------=----- _Jadksonv_ lle�Fl._______.............Y..... zip;_3_2_2_5_6--_-_---_ License Number:-CP-0057891 Date: x-31-98 ---------------------------------------- ----Expirstio---------- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO RE TRUE AND CORRECT. ALL PROVISIONS OF THE LAMS AND ORDINANCES GOVERNING THIS.TYPE OF WORK, WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PPESVMr TO '�^}at,�j i►�T GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RULES. �� s•t- REGULATIONS; ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OS Til£ �;,f •.' PERFORMANCE OF CONSTRUCTION.Of THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION TIEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING iF ry: DATA HAVE.BEER OR SHALL BE PROVIDED AS REQUIRED. V 'IS ;�� ( Owner Signature i L-=------- -------Date_ Contractor Signature_ -- �r•� �'�-_-_--------Date__jw_� ---- -- -- 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 TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF �SERVICE .SINK TRAP STAND WATER CLOSET. LAVATORY i BATH \ (8) TUB OR SHOWER STALL (6) 12— WATERCLOSET WATER CLOSET, TANK OPERATED (4) 'VALVE OPERATED (8) I BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) i LAVATORY (1) _COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT. SCULLERY SINK (4) DISHWASHER (2) 2 WASH SINK EACH SET OF f FAUCETS (2) KITCHEN SINK (2) � DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET_ ($) URINAL STALL, WASHOUT (4) 7 FLUSHING RIM SINK (8) _COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY j ICE MAKER (1/2) s' SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS1 Sr ,. 0 s20.00 EACH $ JOB INFORMATION Ja4'iv i4'n'i ii iC iC ii eY'iv n,s:iv n iC i4 iC i4:ii i�e�'n`i iG sC n s`ifC i•.i"if'iv..ii a`r"iv.i"R:iv.n";%:C:Z"�•,'iw iC i`i`n:ii s`iY'n1w'i'i"f•.J.•i4`iC ii iY"n`iC Ji�i"it n iC a"'j��J..-r.J:.s.a,s.J. SUMMER CALCUL ATTONS i4.L J.J.J.„J J.J..J..1.J.J+J..Jw J.�`,..f.Ji.�J...L J..]..l.K..J.�.�,.J.+I.,Jw J.�.�..a.ii i�i4 i`is iii'i4`i�it�i�i4`a`e�"1`iw is i`i%.Jw J.J_i�"ii iy`i`J`n•s\••Py j4'a.J.Jw J.Jw�..J+Jt i�.f„ar i` BASE -- - AS-BUILT -=: CLASS.---..._-_-_._.-..-.-_-_..--_---- ORTEN AREA x I-3SPM = POINTS TYPE; SC ORIEN AREA x SFM x SOF POINTS - _.--.-.-_--_-- N 15 . 00 65 . 8 987 . 0 SCL CCR N 15 . 0 401 . 7 . 90 548 . 9 E 29 . 00 65 . 8 1908 . 2 ; SC L CL,R R 15 . 0 84 . 9 . 88 1 1 19 . 1 SGL, C,L,R E 14 . 0 8 . 9 35 887 . 8 S 54 . 00 65 . 8 3553 . 2 SGL CL,R S 20 . 0 73 . 2 . 84 1223 . 0 SCI, CLL S 34 . 0 73 . 2 . 89 %`,22:3 . f3 _ _ . 1 5 ;x COND . FLOOR f T'OT'AL GLASS = ADJ . x CLASS _ A J CLASS CLASS AREA AREA FACTOR POINTS POINTS ; POINTS __ _.-._....._ . 1 5 1 , 094 . 00 98 . 00 1 . 674 6 , 448 , 40 10 , 797 . 7€? i 6 , 002 . 19, 002 . 19 NON GLASS-------------- AREA ... - --_-_-__--._w_..AREA x 13SPM = POINTS TYPE R-VALUE AREA x SPM :- POINTS €I----------------- - _. ______.___ ._- WALL _ Ext 923 . 0 A) 830 . 7 Ext Woad Frame 1 1 . Q 923 . 0 1 . 7Q 1569 . 1 Adi 23€3 . Q 7 166 . 6 ; Ad,j Wood Frame 1 1 . Q 238 . 0 . 70 166 .6 DOORS--_..._-,_ --_-.-__.___.--,.--_-_- Ext: 20 . 0 6 . 1 122 . 0 E,'xt: Insulated 2Q . Q 4 . 1 Q 82 .0 Ad,j 1 €3 . 0 2 . 4 4:3 . 2 Ad,j Insulated 18 . 0 1 . 6Q 28 , 8 C;EII 1 NGS-------------- UA ---_..------...--_--- -- UA 1094 . 0 . 6 656 . 4 Under AL t k-,, 30 . 0 1102 . 0 . 60 661 .2 Under ALM, 19 . 0 62 . 0 1 . 10 68 , 21 FLOORS--.-.._. --_.......-.--.-_......------.- SIb 163 . 0 --37 . 0 _,6031 . 0 Slab-on-Grade . 0 163 . 0 --41 . 20 ..-6715 .6 INFILTRATION----------- 1094 . 0 --._-- -__-._ - 1094 . Q 8 . 0 87512 . Q Practice #2 1094 . 0 8 . QQ 8752 .0 TOTAL SUMMER POIN'T'S 15 , 337 . 68 10 , 614 . 49 TOTAL x SYSTEM = COOLI:NG ; TOTAL, x CAP x LlttCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS C,OMPON RATIO MULT MULT MUL'T' POINTS 15 , 337 . 68 . 37 5 , 674 . 94 ; 10 , 614 . 49 1 . LIQ 1 . 070- -- - ^~ - � -. 340 1 . 000 3 ,861 . 55 Jw,iw J.Jw Jw�.ik is sa rt'�J«.ii iv iii nw r.i••.Y en nw iv`1`uv ix'Jw J«si e�.J..IF.Jw�...Jw J«J.Jw J«f«JJ J.i�iv i•J«y.aw J.J.ei i«i`w iw ei n•J«J14.J.Jw�.J.�\G J.J;J.J.Jw J..J.J..L J:J.J.J..L Jw J. y WINTER CALCULATIONS 1�CiiNS BASE AS-BUTLT GLASS•--._-__....._._-_-.-...-_.__- -_.__-. ORI EN AREA x BWF'M = POINTS TYPE SC OR I EN AREA >t WPM x WOE POINTS ------------ --------------------- ------------------------------------------------ N l V 00 -10 . 6 - 159 . 0 SCSI: C;R N 15 . 0 1 3 . 3 1 . 09 225 . 9 E 29 . 00 - 10 . 6 -:307 . 4 SGL C LR R 15 . 0 --'3 . €T . 27 -15 ' '? `=zC L C LR F 14 . 0 -3 . 8 - . 50 26 . 8 s 54 . 00 - 10 , 6 -572 . 4 SC L CLP S 20 . 0 .24 . 0 . 90 --a31 . 1 SGL C;LJR S 34 . 0 ---24 . 0 . 94 -767 . 0 -------------------------------------------------- . 15 __ .-_._-____-- -_ -.-- .- -._-.. 15 ;x GOND . FI,C;?4'R / rl"{.C'I'AL GLASS = ADJ . GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ___ .-_...._,_.___.-_-_.-. ._-__._-_-___._ . 15 1 , 094 . 00 `8 . 00 1 . 674 -1 , 038 . 80 - 1 , 739 . 46 -960 . 74 NON GLASS--..__..-______.-__ AREA x BWPM = POINTS TYPE R--VALUE AREA WPM = POINTS __,_-_-_ -__. WALLS_-.___..._______.__....._._ Ext: 923 . 0 2 . 2 2030 . 6 Ext: Wood Frame 11 . 0 923 . 0 3 . 70 3415 . 1 Ad j 23€3 . 0 3 . 6 856 . €3 Act j Wood Frame 1 1 . 0 238 . 0 3 . 60 856 . F DOORS---------------- Ext -__ -.__-__._.___._-___.-_Ext: 20 . 0 12 . 3 246 . 0 Ext Insulated >0 . 0 8 . 40 168 . 0 Add 18 . 0 1 1 . 5 207 . 0 ; Ad j Irtsulat:ed 18 . 0 8 . 00 144 . 0 CEILINGS __-,._._.._.___.._- --- UA 1094 . 0 1 . 2 1312 . 8 ; Under EAt: i c° 30 . 0 1102 . 0 1 . 20 132234 Under Attic 19 . 0 62 . 0 2 . 00 1 2G .0 F14ORS_...._-- --_.....-____._._..._._._.. Slh 163 . 0 €3 . 9 1450 . 7 Slab-on-Grade . 0 163 . 0 18 . 80 3064 . 4 TNF TLTRATION----__.___...___ 1094 . 0 7 . 4 8095 . 6 Practice #2 1094 . 0 7 . 40 E3095 .6 TOTAL WINTER POINTS 12 , 460 . 04 16 ,229 . 56 TOTAL x SYSTEM - HEATING IOTAL x LEAP x DUCT x SYSTEM x CRFDTT = HEATING WIN PTS MULT POI-NTS COMPON RATIO MUI.,'T' MULT MULT POINTS 12 , 460 . 04 ' 55 6 , 853 . 02 ; 16 , 229 . 56 1 . 00 1 . 070-----4.84 - ^� 1 . 000 €3 , 404 96 WATER IIIc„!T 1 NE JF B4 K I4 M,h IY dY.C n K O ri/\ 4 l\I4 M t y n It Il/4 A,k K K A !\n/4 \/ K,4 I4 4 04 .^4 IY l4 4/Y A A4 K 4!4 A K B4 4 •K 4 A\ 4 4 n M A y M It,4.n/Y 1� W BASF ._.:_._ NUM OF x MU13 TOTAL 'LANK VOLUME, EF TANK x MULL t CREUI l = 1OTAI, BEDRM`a RATIO MUT,7' ._-___-.__—--_. 3 3803 . 0 1 1 , 409 . 00 30 . 92 1 . 000 363€3 . 7 1 . 00 10 , 916 . 00 SUMMARY ,IJw\h/I,hh,ii iA%\iY 44 IY A%Aw I4%\n F�fY%4/"1'Y n,�n%MIM fA J4 4F JA%60Y IA)F%k lYn OM%A%A iG'4'K%b+/J4wM%C%A lF IF KiC JJCA Tk LV.%4 IY e'h I4/J�4%k BJYw iY"IC i'i\'i4'n n,aCniC OI%\Ii w:ei h�JM',K n BASE AS—RUTLT f,f)E1LINC HEATING HOT WAI'I,,R 'TOTAL f`,OOLINE HEATING HOT WATER PETAL POIN'T'S i- POINTS + POINTS v POINTS E'O NTS -+ POINTS -+- POINTS = POINTS w 5674 . 9 6€35 3 . 0 11409 . 0 23 , 936 . 96 3861 . 6 8405 . 0 10916 . 0 23 , 182 . 52 EPT 96 . 85 I\/h A/MK \/4 K,4 Y/hn A kn nri ~ RNKRCY (i0]OK r deiailrd /n[orIII ciJom or fmr ally II8M lieLed ` a s 'ywmr BmiIder For gh . P, DCA &orm 60OA-93 or Form 60O8-0'� 0 10 2� 3() O 50 0 0 70 80 90 100 ?[he ma ximmm al- Iow a b s 1D0 . Tblower t'be BPI the more effjci,emt the home RFSZDENTZA& HNBRGY PERFORMANCE RAZZNC SHRET 770M HOME YAL0F Low Efficipuc}/ Higb �f-Fiieucy GIN(�l. Cl.K 1,1111, TTNT . / W]ND0WS . . . . . . . ^ . . . . . . . . . . . . . BimOe CI("ut- . X-------------------- . IN3QI,A7I{YN . . . . . . . . . . . . . . ^ . ^ . Ceiliog R-Val oe . . . . . . . . . 30 . 0 / --------------------� ' R-O B-7 Wall R-Valoe . . . . . . . . . 11 . O / --------------------}[' R-0 R-19 FIwor B-Valm� . . . . . . . . . 0 . 0 / )(-------------------- | A[Q C0NDTTI()NEK . . . . . . . . . . . . . 10 . 0 SBBB 17 . 0 SFEB . . . . . . . . . . . . . . . . . . . . . . 10 . 0 / X-------------------- ' 11FAYING SYS7EN . . . . . . . . . . . . . . 6 . 8SPIr TZ . O �lnc�ri c USP� . . � . . . . . . . , ' 7 . 0 | ��-------------------- / WATER 11EA7BR . . . — . . . . . . . . . . . 8 . 88 0 ' 96 ElecLric RF . . . . . . . . . ^ . . . . 0 . 9 21 / ___-------X---------- ! 0 . S4 O . 9O GaoFP . . . . . . . . . . . . . . 0 . 00 ' --------------------- | 0 . 40 O .BO Solar EF . ' . ' . ^ ' ' ' ' ' ' ' ' / --------------------- / ' OTHER PE&T0R8B . . . . . . . . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ' ' ' I cert.ify that these energy savi,mg 1'ea1wreu re(--jmired fnr the Flwrjda Energy Code Ilave been iris talled i-m this house . Address : ' e Uate � City/ i _-Ji Florida Eoecgy Code for B-ui-ldimg Construction - 1993 Florida Department of Commooit}r &ffa.trs FL-EPI, C&RQ93 SERI AL # 7116 Re smano- 0 c ) ,c 04-IR- 1996 WHOLE HOURE , HEAT GAIN / HEAT LOSS CALCULATION USING LA/Ia M) DATA PILES ( BASED ON A . C; . C:; . A . MANUAL J -- SEVENTH EDITION (c) 1986 by A . C; . C; . A . ) Project name 1094 Address : LOT 5 HIDDEN VALLEY City/State Owner : Builder : NORTH F'LORTDA CIA :iSIC; HVAC contr. McCfOWAN° S A/C.' Cond F l r Area: 1 094 SF * GLASS/SFS' RATIO 9% Houses Faces : East, * Climatic Conditions & Design Conditions ;; __. _.._._ - -..._ _._-_..____ Geographical Location : Florida ; Jac.ksonvi l l e' _ _ ___._.__.-_-_.__-.-.._____-_ __... __._._.._._. North Latitude / Elevation 30 Dog . / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb 32 Deg . F, Indoor Winter Dry Bulb ; 70 Deg . h Winter (Actual ) Temp.Di-ff . ; 38 Deg . I? Winter Temp . Diff . (wTd) ; 40 Deg . F Outdoor Summer Dry Bulb ; 94 Deg . h Outdoor Summer Wet: Bulb 77 Deg , F Outdoor Summer Hum . Ratio Gr/Lb 114 Indoor Summer Relalt ive filum . 50% Indoor Summer Design Gr/Lb . 49 Indoor Summer. Dry Bulb 75 Deg . F Summer r Daily Range, ; 19 Deg . F - M Summer (AcLua:l ) Te>mp . Diff . ; 19 Deg . { Summer (User Seal. ) Temp . Diff . ( :yTd) ; 20 Deg . F .._ .._._ _---_- HEATING SUMMARY * 1 234 DAT * COOLING SUMMARY %, SURTOTAL 21220 , 04 ! STRUCTURE SENSIBLE 9825 . 46 MICA. VENT-- 100 C;[m 2090 . 00 SENS . + MICA .V ?NT 11915 . 46 TEMP . SW T.NG @ 3 DEG . : 1 . 010T OC',CUPAN'T'/APPLTANCE 3000 . 00 DUCT LOSS 1061 . 00 ; L.IUCT CAIN 1491 . 55 TOTAL LOSS/BTUH 22281 . 04 ; TOTAL SENSIBLY; 164017 . 01 :TOTAL LATENT 6629 .56 ! SENSIBLE + LATENT : 23036 . 57 20% OVERSIZE{: FACTOR 4456 . 21 1201% SENS .OVRSZE ETR: 3281 . 401 ACTUAL + 20% OVERSIZE: 14915 . 46 ; SENS . +- 20% OVERSIZE'.: 19688 . 41 HTG FTR = 43 . 2 CLG F`:CR = 22 . 7 ; CLG DESIGN CFM 723 . 41 EQUIPMENT SELECTION * EQ'1 MANUF C:ARRFER CU MOD V 38YCB024-3 ARU MOD # PA4A:NF0:300 HTC TNP/BTUIl H'I'LT OUTP/BTUH AFUE/HSPF 7 TYPE III' SENSIBLE BTUH LATENT BTUH 238001 TTI1 CI.,G BTUR 2.:380)0) TONAGE 2 ( S)EER 10 CLL CFM 1000 }I`I G CFM 1 000 Florida Building Rnargy-MiciencY Rating Sysiems for Naw Residential Buildings Raters Name : GILBERT MILLER Raters Certification K 044 Street Address : LOT 5 City : HiDnEN VALLEY County: No County Tnput Climate Zone : NORTH. End Use Fuel Costs Site Energy Energy Score Site Costs Cost Score $ MBtu cooling : 23 . 73 3 . 9 87 92 85 heating : 23 . 73 8 . 5 81 201 85 Lighting: 23 . 73 2 . 5 42 59 36 Mise : 23 . 73 5 . 4 63 127 60 Refrig : 23 . 73 5 . 3 42 126 37 Hot Water : 23 . 73 12 . 4 40 294 14 Dryer : 23 . 73 2 . 6 65 61 27 Stove : 23 . 73 2 . 2 65 51 33 Pool : 23 . 73 0 . 0 0 0 0 TOTALS 42 . 6 68 1 01 1 55 Estimated Annual Site Energy Use = 42 . 62 M11tus Estimated Annual Purchased Energy Cost $ = 1011 . 41 Total Energy Rating ( Energy Score ) = 68 . 12 Total Cost Rating ( Cost Score ) = 54 - 51 Rating Range Low Use Low Cost High Use High Cost M`Btu $ MBtu $ Cooling: 1 . 3 28 21 . 0 467 Heating: 1 . 8 39 37 . 6 502 Lighting: 0 . 7 17 3 . 7 83 Misc : 1 . 2 28 12 . 4 277 Fefrig . : 1 . 4 30 8 . 2 182 Hot Water : 1 . 1 11 20 . 0 339 Dryer : 2 . 1 20 3 .4 76 Stove : 1 . 8 17 2 . 9 69 Pool : 0 . 0 0 0 . 0 0 TOTALS 11 . 4 190 109 . 3 1996 OWNER/AGENT, ------------------ --------------------- ............... -------- ----------- DATE ---------------------------- -------------- ........... I)epartmont. of Community. Xffai.rs SN : 7116 FI,ORIDA I,N.RR(3Y EFFICIENCY CODE FOR BUILDING CONSTRUCTION NORM 000A-93 --Residenti.al Wiol(--� Bui.ldi-ng Performance Method A NORTH PROJECT NAME: 1094 410 Mk : B11"FIXER: N C AND ADDRESS : LOT T/ pq OJ6AI i e- fec'c�- ', F P RM ; CLIMATE : OFF"ICE- ll � ZONE: 1 2 3 : OWNER: JIERMIT NO , ; JTJRISUICTION NO . 1 . New cons t r tic tIon. or addi.ti.on 1 . Now Constructi.on 2 . S:ingl.e family detached or Mul ifamilv. attaclied 2 . S i.rig.].e-.F am i.-1 y- 3 . Tf Multifami.ly-No . of un .lAs 3 . 0 4 . I'f Mult .i.fam-i-ty , i.s thAs a worst- caso ( yes/rio) 4 . 5 . Condi.t .i.(.-ined floor area ( sq . f'.A . ) 5 , 1094 . 00 6 . P r v(I(.)inin a n t. e a v(.-, o v e r h a n.g ( ft. . ) 6 . 1 . 33 7 . Porch overhang I PrigLh ( f t: . 1 7 . 0 . 00 8 . Glass area and type : Single Pana Doubl4, 11aYIO a . Clear Class 8a . 98 , Osqft 0 . 00sqftl b . Tint , fi�.Iin or solar scree>n. 8b . O . Os(TfL 0 . 00sqft 9 . Floor type and insulation : a . Slab on. grade (R-value , perirrI(.-!ter) 9a . R= 0 . 00 , 163 . 00 ft 10 .Net Wall. type area and insulat, ion: a . Exterior : 2 . Wood frame ('141sulation R-value) 10a-2 R=11 . 00 , 923 00s4:�Tf t................. b . Adjacent : 2 . Wood f rame ( Ins-tilat ion R-value) 10b-2 R=11 . 00 , 238 00sqf 1-11-.1--.- 11 .C e i-I.i.n g type. area a n d i.n s u I a t i-o ri a . Under atti.c ( In.sulati-()n. R-value) I1a .R= 19 . 00 62 . 00sqf t ,__ a . Under at-t-Ac ( Insulation W-value) 11a . R=30 . 00 1102 - 00s-qft_ 12 .Ai.r &istr-ibulAon systeiris a . Duct.s ( InsulatAori + Location) 12a . R= 6 . 00 uncond 13 .Cool. .ng system 13 . Type : C(antral A/C SEER: 10 . 00 14 .Heating System : 14 . Type, : Heat Pump HSFIF: 7 . 00 15 .1-lot. water system : 15 . Type : Electri.e. EF: 0 . 92 16 .Hot Water Credi-ts : 16 . DHP-Dedi-cat:ed Ilett Pump) 17 . ,In:f.i.Itratj.()n practice : 1 , 2 or 3 17 . 2 18 .HV AC Cr e(I i t s (C F-C'p i.I i 119 :Fan , C,V-C,r os s vent. , 18 . HF-Whole house fan , RB--AtItAe radiant barrier , MZ-Multi-zonel 19 .E111 (must not exceed 100 poi.nts) 19 . 96 . 85 a . Total. As-Built poi�rits 19a . 23182 . 52 b . Total. Base points 19b . 23936 .96 ---------------------------------------------------------------------------------------- ----------------------- --- ------- ------------------------------------------------------- T Hereby certi.-fy that-the-plans-arid R(-.�vi(--yw of the plans and specifi-cations speci-fi.cati-ons covered by I-hi-s calcu- covered by th.i.s calculation hidit'�a t(.-!s ]ati.on are in compliance withtr"Ie compli-ance with the Florida Energy FloH.da Energy C(2de . Code . Before construction is completed ,Oe� this bui-Iding wiAl be inspected -.For mp] fiance. In accordance with. Seet.ion PREPARED IIY : . ) DATE: ------------- ----------------- 553 . 908 F . S . I hereby certify that thi.s building is i.n compl-iance with the Florida Energy Code . BUILDI-NC OFFI'C TAL: OWNER/AGENT: "- 4-1- DATE: ............ DATE: ':`:C: %C,'/Y"'.,�":C:C J.:•J.s:'r':i.'•is;:�'i6:C A J:J+ry.J. Y J.%4 iM J.Jr%Y+1.!Y i"i'n ie i dY'IA iw a..G.y a.`.%.•�;n i'ii J. .1.-J,i"'ai'F i4 i\%'A.S"J..Fh s�in'i'i`J..1.J.Jri.�.J.M1.J.J. y SUMMER CALCULATIONS � J a.a.J.S./\n`n'/J\'s.iJC n n A ICY n.%Y n%4 M n%�%4/Y n.%l%Y%V%4%\K IY fY n h`fA IY!l I4%4.IG IY%�!Y n IY%4%4 IA Iw P\A%�l4%\IV IY%Y h%k IY h I�%�%\'h RF%4 1N!Jh Al I�If,�fY•h%Y%�fk%\fY nnn rA 3ASF, -=.- AS-BUILT LT =- ORTEN AREA ?< RSPM _: POINTS TYPE SC, OR EN AREA x SPM x SOF POTNTS -------------------------------------------------------------------------------- N 15 , 00 65 . 8 907 . 0 SC I, C;LR N 1 5 . U 40 . 7 . 90 548 , 1.) F? 29 . (ISI 65 . 8 1908 . 2 €Ct C LR A 15 . 0 €34 . 9 . 88 149 . 1 S(3 1, C.I R H 14 . 0 84 . 9 7 :r 8 8 7 . 8 S 54 . 00 65 . 8 3553 . 2 SC L CL,R S 20 . 0 73 . 2 . 84 1 22'3 . 0 i SGL C LR Si 34 . 0 73 . 2 . 89 2223 . 3 --------------------------------------------------- --------------------------- COND . FLOOR / "I.'OTAL, GLASS S ADJ. x CLASS S == ADJ C:JI,ASS GLASS AREA A.IiE14 FACTOR POINTS POINTS ; PO NTS ---------------- --------------------------------- ------ -------------------------- . 15 1 , 094 . 00 98 . 0CI 1 . 674 6 , 448 , 40 1CF , 797 . 78 ; 6 , 00? . 19 ARI?A. x F3SPM = POINTS 'TYPE R--VALUE AREA x SPM -- POTNTS -------------------------------------------------------------------------------- WALLS._._._.._____._________ Ext. 923 . 0 . 9 830 . 7 ; Ext. Wood Frame 1 1 . a 923 . 0 1 . 70 1569 . 1 Ari j 235 . 0 . 7 166 . 6 ; Adj Wood Frame 1 1 . U 238 . 0 . 70 166 .6 DOORS-----._..__--_--_-_ --_____ Ext: 20 . 0 €> . 1 122 . 0 Ext Insulated 2D . CS 4 . 1 0 82 1) (I Atli 18 . 0 2 . 4 43 . 2 Ad j 1..wulat ed 18 . 0 1 . 6D 28 . 8 CEILINGS-------------- UA _._._...-_. -_.___-...._ ._PFA 1094 . 0 . 6 656 . 4 Under Attic., 30 . 0 1102 . 0 . 60 €61 . `' Under Attic 19 . 0 €I2 . U 1 . 1 fl 68 . G' S l b 163 . 0 --37 . U -6031 . 0 Slab--p,n....C,ralde . 0 163 . 0 -_.41 . 2CI -6715 . 6 INFILTRATION------- -...10794 . Q 8 . 0 8752 . 0 Practice X62 1094 . 0 8 . 00 8752 . 0 TOTAL SUMMER POTNTS 15 , 337 . 68 10 , 614 . 49 '['OTAL x SYSTEM = COOLING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ; CQMPON RAT-10 MULT MULT MU LIF PCIINTS ------------------------------------ ------------------------------------------- 15 , 337 . 68 . 37 5 , 674 . 94 ; 10 , 614 . 49 1 . 00 1 . 070 . 340 1 . 000 3 , 861 . 55 y WINTER CALF"ULAT[ONS BASE AS-BUILT ORIEN AREA x BWE'M = POINTS ; TYPE SC OR:I:EN AREA x WPM x WOO POINTS N 15 , 00 -- 10 . 6 - 159 . 0 ; SC L C1.,IZ N 15 . 0 1 3 . 8 1 . 09 225 . 8 E 29 . 00 -- 10 . 6 -307 . 4 SGL C'L R E 1 5 . €) -3 . 8 . 27 `iGL CLR E 14 . 0 -- 3 . 8 - . 50 26 . 8 S 54 . 00 - 10 . 6 -572 . 4 SGL CTR S 20 . 0 _..24 . 0 . 90 -431 . 1 SGIL (AIR S 34 . 0 --24 . 0 . 94 --767 . 0 -------------------------------------------------------------------------------- . 1 5i x COND. T{'l=,C:rOR / TOTAL GLASS = ADJ. x CLASS = ;'tDJ GLASS GLASS AREA AREA FACTOR POINTS POINTS ; POINTS ------------------------------------------------- ------------------------------- . 1 5 1 , 094 . 00 98 . 00 1 . 674 -1 , 038 . 80 -1 , 739 . 46 -96& 74 NON GLASS --..._-_.---..--"--.._ AREA x BWPM = POINTS TYPE E R--VALUE AREA x WPM = POINTS -------------------------------------------------------------------------------- WALT.,S_____._._____-.-_....._-_ EK 923 . 0 2 . 2 2030 . 6 Ext Wood Frame 1 1 . 0 923 . 0 3 . 70 3415 . 1 Ad;j 2:3€3 . 0 3 . 6 856 . 8 Ad,;j Wood Frame 11 ' 0 238 . 0 3 . 60 856 .8 DOORS---------------- Ext OORS---__._._-___-_..__.--___.- Ext: 20 . 0 12 . 3 246 . 0 ; ExL Insu3est:ed 20 . 0 8 . 40 168 . 0 Ad,j 18 . 0 11 . 5 207 . 0 ; Ad,j Insulated 18 . 0 8 . 00 144 .0 CEILINGS (lA 1094 . 0 1 . 2 1312 . 8 ; Undo r- Attic 30 . 0 1 1 02 . 0 1 . 20 1322 . 4 Under At t i , 19 . 0 C,2 . 0 2 . 00 124 . 0 FLOORS_...-___...--__....-....-...--.._.-...--_._.. Sib 163 . 0 8 . 9 1450 . 7 Slab_..(7n--Grade . 0 163 . 0 18 . 80 3064 . 4 INFILTRATION--__.____...-_--.. 1094 . 0 7 . 4 8095 . 6 ; Practice #2 1094 . 0 7 . 40 8095 . 6 TOTAL WINTER POINTS 12 ,460 . 04 16 , 229 . 56 TOTAL x SYSTEM HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULL MOLT MULT POINTS ------------------------------------------------------------------------------- 1 2 , 460 . Oji . 55 6 , 853 . 02 ; 16 , 229 . 56 1 . 00 1 . 070 . 484 1 . 000 8 , 404 . 96 �i�n•.Jw�.n iti J.JK.S.Jw J'.J.i4^.•J..L J.•✓.ih i�iv JF ii i�eA.JC Ar J..G a��J��.,ifi iw iti iv.nw i��•C i�iY iw iY�ie i�J•J•iu iC ie si:i�iM ek ii JCC si iM iC eti Jn'�ik J...�..J.��J..iw iC iu eC i�S.J.n..J.ti ii K h K.K K/\ h J\ 4 • . h.f\ Iv. . /Y K w K A I4 K \ h J4 4. J.,iC n iC iC A Jw J.Jw ow S..iw J..i�i�iC iv iv iw J.J.„-s;Jw.Yy J.J.A ik ii n•J.J..'.J.�.�.J.,.�.Jw J.�..�.+1.�f.�f,-L Jn�.�..J.•J..'�•a.S.it iw A iv J.,i•n•nw N`iv�'"J.J.J.•J.J.Jew S`J.Jr S.�...f.. WATER HEATTN(3 BASE - _._ : t1c....T3CIILT NUM OF x MULT _ TOTAL TANTS VOLUME EF TANK x MU;I T x CREDIT TOTAL T'AL B E DBMS RATIO mul"l` ------------------------------- ------------------------------------------------- 3 3803 . 0 1 1 , 409 . 00 ; 30 . 9211 1 . 000 3639 . 7 1 . 00 10 , 916 . 00 AIA%�YC fC IN%Yw M.14 K BC%Y!Y✓\fl!�K IL%C I4 ICK%L%Y%C/�4 BSA IA tC FC J4 h�%C%C%4%al h M1✓\tC%A%4 BC A I6 BY M Ik%C A�F/f"t%4%4 JF I�./�4%C IC/�V%C 1Ci Ik iC A!C IY 4\!F lF I�FC N IC ISM�l BC IY M1 SUMMARY } whAA nwA%�%\AdCAAAI4 IlKAA%iCAAI4A%�A IY%Y%CJ4%4K%Y%Y nw��%\ieAAiC iCAeiiC iC iC/x/tK JkAJNA%4%4KfY A%Yw AJ/Y JC.1..A%�AAICAA%CI\%CAKAAK✓C u SASE _ _. _::_ : AS- I3UTLT =_= COOLTM(, HEATING HOT WATER TOTAL ; COOLING, HEAT.'T NG HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS ; POINTS _F. POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 5674 . 9 68S3 . 0 11409 . 0 23 , 936 . 96 3861 . 6 8405 . 0 10916 . 0 23 , 1 €?2 . 52 iC iC Iw iC A A'fC A iC i'iC iC iC iC'�'Y'iC eC EPT 96 . 85 n iC iC iC eC sC eC iC iC iC A iC A A iC eC A . RNKRGY GUI UF, Por doLaiI od im[ormat ion ^F the EPI raLin ' number, ., or for any ITEM listed , ask your Builder For EyI= 96 . 8 DCA Form 60OA-93 or Form 60OB-93 0 10 20 TO 40 50 60 70 50 90 100 ` ---------------------------------7{-- ' / _____ , The maximum allowable BPI is 100 . The lower the RPI the more eIfjcien{ the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET JZ0M HOME V&|QR Low Efficiency High Efficiency ST0QT. C[R DBL 7T07 . / WINDOWS . . . . . . . . . . . . . . . . . . . . . Single Clear . }L-------------------- ' INSULATION . . . . . . . . . . . . . . . . . . R-10 B-30 Ceiling R-Value . . . . . . . . . 30 . 0 ' --------------------}C / Flo B-7 WaIl B-\/a 1.oe . . . . . . . . . 11 . 0 | --------------------}C/ Rio B-l9 . / Floor R-Value . . . . . . . . . O . O / X-------------------- . AIR CONDITIONER . . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEED . . . . . . . . . . . . . . . . . . . . . . 10 . 0 ' ](.................... ' HEATING SYSTEM . . . . . . . . . . . . . . 6 . 8 HSPp 12 ^ 0 Electric USPF . . . . . . . . . . . . 7 . 0 -------------------- / WATER 0BA7ER . . . . . . . . . . . . . ^ . ^ 048) 0 . 96 . Electric EF . . . . . . . . . . . . . . 0 . 92 // ----------�Y---------- . 0 . S/4 09 Gas FF . . . . . . . . . . . . . . 0 . 00 / --------------------- / O . 40 0 . 80 SolarEF . . . . . . . . . . . . . . / --------------------- / OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Addre )�� Si�natmreAR& 1Oate :_______-__ City/zip-~-~~~-- - Florida Energy Code for Building Construction - 1999 Florida Department of Community Affairs FL-EPL CABD99 SERIAL # 7116 04- 19- 1996 WHo 111, HOUSE, HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(e) DATA FILES ( BASED ON A . C .C . A . MANUAL J -- SEVENTH DITI:ON (c) 1986 by A . C .C . A . ) Project name 1 094 Address LOT 5 HIDDEN VALLEY C.it:y/Stat.e Owner Builder NORTH FLORIDA CLASSIC HVAC contr . Mc:GOWAN' S A/C d;{'nd l'l r Area : 1 094 SF % GLASS/SFS' RATIO 9% * House Faces : East: Climatic Conditions & Design Conditions oc _---_- _.._-_ _._.-____ Geographical. Location : Florida Jac:ksonvi l l c-. _.___--__ ._ _---..__ _._._ _ .-_ .-_____ --.__. Nort:hr Latitude / Elevation 30 Dog . / 24 Ft: . Above Sea Level Outdoor Winter Dry Bulb 32 Deg . F Indoor Winter Dry Bulb 70 Deg . F Winter ( Actual ) Temp .Di-ff .. 3€3 Deg; . F Winter Temp . Diff . (wTd) 40 Deg . F Outdoor Summer Dry Bulb 94 Deg . F Outdoor Summer Wet: Bulb 77 Deg . F Outdoor Summer Hum . Ratio Gr/I,b 1 1 4 Indoor Summer lie lal t .i vee Hum , 50% Indoor Summer Resign Gr/I,b . 49 Indoor Summer- Dry Bull) 75 Deg . F Summer Daily Range 19 Deg . F M Summer (Actual )ua.l ) Temp . D.if.'f . 19 Deg . F Summer (User Sell Temp . Diff .. ( sTd) 20 Deg . F _ .___.__.___ --___-._-_.__.__. HEATING SUMMARY ;; 1 234 . DAT * COOLING SUMMARY * SUBTOTAL, 21220 . 04 : STRUCTURE SENSIBLE : 9825 . 46 MEC)l .VENT-- 100 Cfm 2090 . 00 SEMS . + MECH .VENT 11915 . 46 TEMP . SWING @ 3 DEC . : 1 . 00 ; OCCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 1061 . 00 ; DUCT GAIN 1491 . 55 TOTAL LOSS/BTUH 222€31 . 04 ; TOTAI. SENSIBLE 16407 . 01 TOTAL, LATENT 6629 . 56 SENSIBL.L; + I.,A'IENT 23030 . 57 20% OVERSIZE FACTOR 4456 . 21 ; 20% SENS .OVRSZE FTR : 32131 . 40 ACTUAL + 20% OVERSIZE : 14915 . 46 ; SENS . + 20% OVERSIZE: 196€ 8 . 41 HTG FTR = 43 . 2 CLG FTR = 22 . 7 ! CLG DESIGN CFM : 723 . 41 EQUIPMENT SELECTION * EQT MANUF CARRIER CU MOD # 3€3YCB024--3 AHU MOD # FA4ANF0300 HTG INP/BTUH HTC OUTP/BTUII AFUE/HSPF 7 TYPE HP SENSIBLE BT'IILI LATENT BTUH 23 300 ':CTL, CLG BTUH 2.:3€300 TONAGE 2 ( S)EER 10 CI,G CFM 1 000 HTG CFM 1 000 Florida 1 Building Enurgy- Efficiencv Rating Systems for New Residint: ial,Ruildings Raters Name : GILBERT MILLER Raters Certification A 044 Street Address : LOT 5 City: HIDDEN VALLEY County: No County Input, Climate Zone : NORT11 End Use Fuel Costs Site Energy Energy Score Site Costs Cost Score $ MBtu cooling: 23 . 7.3 3 . 9 87 92 85 heating : 23 . 73 8 . 5 81 201 85 Lighting : 23 . 73 2 . 5 42 59 36 Mise : 23 . 73 5 . 11 63 127 60 Refrig : 23 . 73 5 . 3 42 126 37 Hot Water : 23 . 73 12 , 4 40 294 14 Dryer : 23 . 73 2 . 6 65 61 27 Stove : 23 . 73 2 . 2 65 51 33 Pool : 23 . 73 0 . 0 a 0 0 TOTALS 42 . 6 68 1 01 1 55 Estimated Annual Site Energy Use 42 . 62 MBtus Estimated Annual Purchased Energy Cost $ = 1011 . 41 Total Energy Rating ( Energy Score ) = 68 . 12 Total Cost Rating (Cost Score ) = 54 . 51 Rating Range Low Use Low Cost High Use High Cost MBtu $ MBtu $ Cooling: 1 . 3 2R 21 . 0 467 Heating: 1 . 8 39 37 . 6 502 Lighting: 0 . 7 17 3 . 7 83 Mise : 1 . 2 28 12 . 4 277 Refrig . : 1 . 4 30 8 . 2 182 Hot Water : 1 . 1 11 20 . 0 339 Dryer : 2 . 1 20 3 . 4 76 Stove : 1 . 8 17 2 . 9 69 Pool : 0 , 0 0 0 . 0 0 TOTALS 11 . 4 190 109 . 3 1996 RATER,, r ,p SHAFFER & SONS " L 0 T / rani q44 c �k �:e c �eJ- 0 n JOB # 5 - 2441 Li ry T6 ul LTI Trl --------T----- 4' 14 GF APPROVED MY ,R ATLANTIC BEACH BUILDING OFFICE OCT 2 2 199 --4 T3 ` TP rE 2' T1 GE Job: 5- 441 LOT 16 T1 GE 11'8" Common THIS DWG. PREPARED FROM-COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 120 PLF WEBS 2x4 SP 13 BRG.LOC (FTI: OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REQUIREMENTS ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. (+I-Gravity (-)-Uplift ------------------- ---------------------------------------- xxm UPLIFT www I wwx HANGER wxx H5 - -4551(Jacks Only) I HUS26 " + 2751# -12860(100 1ply) MTS12 -1000/ I HUS26 + 33151 -1550#(16d 1ply) MTS12 - -20001(2 Each I HHUS48 - + 4299# -166011100 2plyl MTT288 - -3786#(2 Each (10d HHUS48 " + 5180# -2000# 16d 2ply MTT28B - -44550(2 Eachl (16tlI HGUS48 + 6640# -21991 100 2ply MST60 -46880(Per 2ply) I HGUS48 + 8000# -2650# 16d 2ply CS150 - -1650#(Each) I HGUS5.5- +11335# -39451 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5' 10" -+- 5' 10" -� 3X4 v 6 F'- 2X4 72X4 (01) X4 (01) �e• —9•r 4 R=94 Of W=11'8" TAG = T1 SED: 93223 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL 1 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE FXTREME CARE 08/ 6/95 TC LL 30.0 PSF REF *IMPORTANT)(*STALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND ^ 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �11t11 ""'�� - TC DL 7.0 PSF DATE Q8/i6/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v� f � - Q\\\\\V� ALPINE CONNECTORS ARE MADE OF 20GA 6ALV. STEEL MEETING ASTM QUIRENENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWC1 A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0.0 PSF BEG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 606 C LL coNNEctoRs PEA DRAWINGS 130, fso c 1601 F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OFz8_0TOT.LD. 47.0 PSF 0/A LEN. 1 1 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FDR PROPER ' SEAL ON THIS CRANING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O R1��Q'` IN ONLY, ARID SHALL NOT BE RELIED VON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� INE( ,�• DM.FAC.. 1 33 ._,Y1 . I.-P1 ATI THi.11R.TF . ,�,. .,.,,�,.. ��,�„�a�.......�,,�,�.��.�.,.�..�.. RPArTNG ?4 n~ ITYPIf comn Job: (5-2441) LOT T2 GE 4' Common THIS OWG. PREPARED FROM COMPUTERINPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 80T CPLF NRD 4 SP 12 N UPLFT EBS 2x4 SP :3 BRGILOC (FBT1: OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSEO OR FULLY OPEN BUILOING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (*)-Gravity (-1-Uplift ---------------------------------------------------- ---------- ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. xww UPLIFT WWW I WWW HANGER WWW H5 " -4551(Jack5 Only) I HUS26 - + 27511 -12860000 1ply) MTS12 - -10001 I HUS26 + 33150 -15500(16d Iply) MTS12 - -2000/(2 Each I HHUS48 + 42991 -1660:(100 2ply) MTT288 3786:(2 Each (10d)I HHUS48 - + 51800 -2000:(164 201y) MTT28B -4455112 Each) 116d)IHGUS48 + 6640: -2t990 10d 2ply � MST60 -4688#(Per 2ply) HGUS48 - + 80001 -2650/ 16d 2ply CS150 16501(Each) HGUS5.5- +113350 -39451 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 12' .T� 12' `I 3X4 0 6 P;' 3X4 (01) 3X4 (D1) 4 --9- 8 r 24' — -- -1 3X4 2X31) 24'3X4 R=138 Of W=12'7"8 R=511# W=3"8 TAG = T2 SEO: 93227 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV, 17.3s SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. RRUSSFS NEGUIRE EXIREME CARE 08/}6/95 TC LL 30.0 PSF REF **IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING I NG IN HANDLING. ERECTION AID `,II ,,, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �-� us E. �.�' TC OL 7.0 PSF DATE 08/16/95 VII\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` V ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GIUIREMEMTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF ORWG AAAB GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF BEG CONNECTORS PER DRAWINGS 130. 150 9 IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47•0 PSF OIA LEN. 24-D-O CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER 0 RLQ ~ SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS - Q-�� pl)A.FAC. 1 .33 [N ONLY, ANO SHALL NOT BE PELTED UW+d/ IM ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��re,.�E�-'"��`` C0AF"7tff: '1A /T' r Jnr r�mrT y Job: (5-2441) LOT 16 1 T3 24'-Common. THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS -SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 470 470 WEBS 2x4 SP 03 SRG.LOC (FT): 0.00 23.71 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) ANO 5.00 PSF (BOTTOM). DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILOING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)"Gravity (-1"Uplift --------------------------------------------------------------- Nrr UPLIFT NNN I W** HANGER NKr H5 455#(Jacks Only) I HUS26 - + 27511 -1286#00d 1ply) MTS12 - -1000# 1 HUS26 + 33150 -15500(16d 1ply) MTSf2 - -2000#(2 Each) I HHUS48 + 42990 -1660#(10d 201y) MTT280 - -3786#(2 Each3 (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B -4455#(2 EaCh (16d)I HGUS48 - + 66400 -2199#110d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2Ply) CS150 - -1650#(Each) I HGUS5.5- +11335# ^.39451 16d 301y) ----^--------------------------------------------------------^- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 12' -T- 12' _ 4X4 1.5X3 1.5X3 v fip to 3X4 (Al) X4 (A 1) SO X 24' _I R=1231# W=3"8 R=1231# W=3"8 II TAG = T7 SEQ: 93231 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 8 TOTAL = 8 REV. 17.3s SCAL x0.2500 ALPINE ENGIWFEHEO PPOOUCfS. INC. TRUSSES REOVIRE EXTREME CARE 08/X6/95. TC LL 30 .0 PSF REF (�2 X IMPORT ANT X*SHALL NOY BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI0-01 BY TPI. SEE THIS DESIGN �T,1TT�I TC DL 7.0 PSF DATE 08/16/95 FAILURE TO BUILD THE TRUSS IN CONFOnMANCE WITH UST08 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , vF � ALPINE COMNECTOPS ARE MADE OF 20GA GALV. STEEL MEETING ASTH OUPEMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10•0 PSF DRWG R A446 GR B EXCEPT AS NOTED- APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 0.0 PSF BEG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL G CONNECTORS PER DRAWINGS 130, 150 S 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE STATE OF _ TOT.LD. 47 .0 PSF 0/A LEN. 24-0-0 CONFORM W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEEP'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER CO RLO N,- SEAL ON THIS ORAWINC APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q': DUR.FAC. 1 .33 100 ONLY. AND SMALL NOT BE IELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �i�f• `�� CZ0Af TNN. •-).4 h" Tvnc rmmn Job: 5- 4 41 LOT i TA GE MN THIS DWG. PREPARED FROM COMPUTER INPUT__(LOADS_& DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 120 PLF WEBS 2x4 SP f3 BRG.LOC (FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS W-Gravity H-Uplift ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. -------------------------------------- + - ----------------------- WNW UPLIFT NNN i NNN HANGER *NO H5 " -455f(Jacks Only) I HUS26 27516 1286f(IOd 1ply) MTS12 - -10001 1 HM26 - + 3315t -1550#06d 1ply) NTS12 - -2000/(2 Each) HHUS48 " + 4299/ -1660f(IOd 2ply) MTT28B - -3786f(2 Each (10d) =48 - + 5160# -2000#(16d 21p 11 MTT268 . -4455#(2 Each) (160) HGUS48 - + 66400 -2 999:(10d 2p11y MST60 4688f(Per 201y) I HGLIS48 - + 8000f -2650# 16d 2ply CS150 - -1650#(Each) HGUS5.5" +11335# -3945f(16d 301y REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 128 1 133 15 4X4 m CD 6 P;- to(O 3X4 (Al) X4 (01) ga8 X4 X4 3 X4 �- {- 26' —1 R=1215# W=3"8 R=266 plf W=5' TAG = T4 SEO: 93235 PLT. TYP.—ALPINE DESIGN CRIT=TPI OTY i TOTAL = 1 REV. 17.3s SCALE =0.2 Ai.PTNF FNGINEFI1'.0 r4KOUCTS, INC. TRUSSFS TIEOIIIRF. EXIREME CASE 08/X6/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALLNOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANDot DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN _ / � '�,, TC DL 7 .O PSF DATE 08/16/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACINGRE `ALPINE CONVECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIPEMENTS. UNLESS OTHERWISE INDICATED, NOP - - BC DL 10.0 PSF DaWG A446 CR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 `� PSF �EG CONNECTORS PER DRAWINGS 130, 150 C 160A-f, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIKr -- SEE - STATE OF koTLO. 47 .O PSF OSA LEN. 260-0CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0 RIO SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q�� FAC, 1 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, J``� r T Nr a A n" Job: (5-24411 LOT T4 26' SCIS THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT ((Lel: 430 440 200 WEBS 2x4 SP 63 :W10 2x4 SP #2 N: BRG.LOC (FTI: 0.00 20.75 ?,5.71 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD DEF,-ECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED ORFULLYOPEN BUILDINGF 5.00 PSF . THISSTRUSS PSF BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS SHIM ALL SUPPORTS TO SOLID BEARING. (+1-Gravity (-)-Uplift --------------------------------------------------------------- www UPLIFT www l www HANGER www H5 - -455#(Jacks Only) i FlUS26 - + 27510 -1286#(10d 1ply) MTS12 - -10001 I HUS26 - + 3315# -15500 16d 1ply) NT512 2000#(2 Each HHUS48 - + 42991 -1660#UOd 2p1y) MTT268 - -3786#(2 Each (10d)I HHUS48 - + 51800 -2000 16d 2ply) MTT288 - -44550(2 Each (16d) HGUS48 - + 6640# -21990 10d 20 Y) MST60 - -4688#(Per 2ply) HGUS48 - + 80000 -2650# 160 2plyl CS150 - -1650#(Each) HGUS5.5- +113350 -3945# 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' 13' -� 6X7 1.5X3 3X4 m 3X5 B 6D 4 X6 - m to 3X6 cu 1.5X3 v 10 �X4 (A 1) 1.11 X4 (A 1) 8 X X3 5X6 —L X4 20'9" 5'3" -----� m ��-}- - 11 '7"8 -�-— 7'9" 5'3" ---�-�� 26' -J R=1075# W=3"8 R=1340# W=3" R=227# W=3"8 PLT. TYP.—ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL 1 REV. 17.3s SCALE93052500 ALPINE ENGINFEREO N,aooucis. INC. TRUSSES REOU% E."EME. CARE 08/16/95 TC LL 30-0 PSF REF **IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND ------ n i\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN TC OL 7.0 PSF DATE 08/16/95 ^ \\\VTvV1►v\ FAILURE TO BUILD THE TRUSS IN CONFOnMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v� f •' 10.0 PSF QRWG ALPINE CONNECTORS ARE MADE OF 2OGA GALV STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL _ — A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF DOW SMALL BE LATERALLY BRACED WITH PROPER 0.0 PSF ��G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD w 606 BC LL V CONNECTORS PER ORANIMGS 130. 170 G ]GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 47.0 PSF 0/A LEN. 26 O 0 CONFORM W/APPLICABLE PROVISION$OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS IO RIO T'Q'� D�,FAC. 1 .33 IN ONLY.•AND SMALL NOT K RELIED UPON IN ANY OTHER MAY. ----OESIGN TO THE TP=ERECTION CONTRACTOR. '�e��,, INEE T�� CPArTNf; 7a n ITV097 riE'T C+ Job: (5-24411 LOT T THIS OWG. PREPARED FROM COMPUTER NPUTLAO (f99f& D MENSIONS MITT D Y TRUSS MFA. TOP CHORD 2x4 SP 01 N :T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LBJ: 430 440 200 WEBS 2x4 SP #3 :W7 2x4 SP #2 It BRG.LOC FT : 0.00 20.75 25.71 TRUSS DESIGNED FOR 100 MPH WINO 15.00 FT MEAN MIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) PREDICTED HORIZONTAL MOVEMENT IS 0.22' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED AND 0.12' DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. --------------------------------------------------------------- DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS --------^(+)_Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. ---------- --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT now ( xxx HANGER xxx H5 = -4551(Jacks Only) I HUS26 + 2751# -1286#(10d iply) SHIM ALL SUPPORTS TO SOLID BEARING. MTS12 - -1000# I HUS26 + 33150 -1550#(16d 1plyj NTS12 = -2000#j22 EactT) HHUS48 + 42990 -1660600d 2ply MTT28B -3786#(2 EeCh) (10tl)) HHUS48 + 51800 -2000#(16d 2ply) MTT288 -44550(2 Each) (16d HGUS48 = + 6640# -21990(10d 2ply) MST60 - -4688#(Per 200 HGU548 - + 8000# -26500116d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) ----------------------^---------------------------^------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 13' •�- 13' _r 4X4 m 3X4 3X4 6 D 3X5 r, T2 1.5X3 CU 3X5 1 .5X3 a 4 47 3X5(A 1) J-7 1 3X4 (A 1) _1_ —�8' 6X6 X5 20'9" -}— 5'3" -I 13' 7'9" 5'3" --{— •� 26' R=1066# W=3"8 R=1387# W=3" R=188# W=3"8 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3s SCALE9-0 2500 ALPINE ENGINEERED PPDOUCTS. INC. IWSSES PEOUIRE EXTREME CAPE 081�6/95 TC LL 30 .0 PSF REF *I MP OR T AN T x m SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND P DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 By TPI. SEE THIS DESIGN ��`1 "' ��•�� 7.0 PSF DATE 08/16/95 US TC DLFAILII# TO BUIID TIE TRU55 !N COIFdWANCE x(TN OSTBB BY TPR. FOn AOOjT10MAl SPECIAI PEnMANENT BRACING RE 1O.O PSF ORWG ' ALPINE CONNECTORS ARE MADE OF NGA GALV. STEEL MEETING ASTM DUIPErENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL A446 GR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0.0 PSF BEG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x 606 8C LL n\ CONNECTORS PER DRAWINGS 130. 150 G 160Ai DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF TOT.LD. Q 7.0 PSF 0/A LEN �6—0_0 U V CONFORM M/APPLICABLE PROVISIONS OF MS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/i/S11 FOR PROPER ' �0RID SEAL ON THIS DRAWING APPLIES 10 THE CMWIPQRENI DEPICTED HERE DRYWALL APPLICATION. FMxMN15H A COPY OF THIS Q OUR.FAC. 1 .33 .�..-- .+�....... ......e „�.,"...a.=•.. ..,,,much=w M-C M Tn THF TRUSS ERECTION CONTRACTOR. .I Job: 5- 441 LOT 16 T6 6' SCIS THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 01 Dense PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 01 N UPLIFT (LB): 500 500 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , PREDICTED HORIZONTAL MOVEMENT IS 0.72' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. ANO 0.29' DUE TO DEAD LOAD AT ONE SUPPORT, ------------------------------------------- ------"'"'--- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS PREDICTED VERTICAL DEFLECTION IS 0.65' DUE TO LIVE LOAD (+)-Gravity t-)-Uplift AND 0.35' DUE TO DEAD LOAD AT X - 13-00-00. --------------------------------------------------------------- WWW UPLIFT WWB I WWW HANGER WWW DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. H5 = -455#(Jacks Only) I HUS26 = + 27510 -12860(fOd Wly) MTS12 - -10001 I HUS26 = + 33150 -1550# 16d 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. MTS12 -20002 EachEach)) t II HHLIS48 = + 42990 -1660# fOd 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 -3786 MTT280 -44550(2 Each) (16d11 HGt1548 • + 56400 -2199# 10d 20f -20000 16d ply) MST60 458801(Per 2ply) HGUS48 = + 8000# -26500 16d 201Y CS150 = -16500 Each) HGUS5.5-5- +1i335# -3945# 16d 16d 3aly1) ---------------------------------------=--------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 13 13' -� 6X4 m 3X4 X4 6 u;' to 1.5X3 iv 1.5X3 4 3x7 (A i) .d X7 (A i) 7X6 26' 13' .�.— - - -- i3' r` 26 --� R=1321# W=3"8 R=1321# W=3"8 TAG = T9 SED: 93242 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 15 TOTAL = 1.5 REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES HEOUIHE EXTREME CARE 08/ 6/95 TC LL 30.0 PSF REF if IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN -HANDLING. ERECTION AND n, \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN �1Tj1 'I,,"" TC OL 7.0 PSF DATE 08/16/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI_ FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP 8C, D(„ 10.0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTOR t0 EACH FACE a CHORD SHALL BE LATERALLY BRACED WITH PROPER - - 0.O PSF BEG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 06 8C LL CONNECTOR PER CRAVINGS 130, 150 S 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47•O PSF 0/A LEN. 26"0-0 CONFORM W/APPLICABLE PROVISIONS OF MOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ORTO� DUR.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. OESIGN TO THE TRUSS ERECTION CONTRACTOR. '�N� ��{?`�� CFYAr•tAN(� -�w n r�•- Jo 5— 4 41 LOT T6GE ' SCIS THIS DWG. PREPARED FROM COMPUTER INPUT ALOADS 6 DIMENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N :T2 2x4 SP /1 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SOT CHORD 2x4 SP /1 N UPLIFT (LB): 200 200 200 200 240 240 200 WEBS 2x4 SP 13 200 200 200 BRG.LOC (FT): 0.00 1.33 2.67 4.00 12.00 13.71 21.71 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS DESIGNED FOR1100MPH WINO 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOPS AND 5.00 PSF (BOTTOMS . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SHIM ALL SUPPORTS TO SOLID BEARING. (+l-Gravity (-)-Uplift --------------------------------------------------------------- KKK UPLIFT KKK ( NKK HANGER KKK HS - -455/(Jacks Only) I HUS26 - + 27511 -12861(10d iply) MTS12 ' -10001HUS26 + 33151 -1550/(16d 1ply) NTS12 - -20001`2 Each) I HHUS48 - + 42991 -1660i(10d 2ply) MTT288 - -37861(2 Each) �10d11 HHUS48 + 51801 -2000/(16d 2ply) MTT288 - -4455012 Each) 16d1I HGUS4B - + 66401 -21991(10d 2ply) MST60 - -46881(Per 2ply) I NGUS48 - + 80001 -2650/(160 200 CS150 - -16501(Each) ( HGUS5.5' +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 0 }-�-}- 11 ' 106 9' 11"14 3'0"2 o }-3'0"2 9' 11" 14 - !i ' 10"6 -�-=.d 4X4 ~ 3X4 X4 11'10"13 v 1n 1n T2 to 3X3 1.5X3 '" 1.5X3 X 8X8 cv X8 118, '2'13 6 p4 ,9,8'4'3 5X6 13' 13' r. 26' �1 R=311# W=3"8 R=689# W=3"8 R=282# W=3"8 R=168#1K82282M"8=3"8 R=690# W=3"8 R=148#38SI1R"8=3'8 TAG = T5 SEG: 93276 PLT. TYP,-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL-= 1 REV. 17.35 SCALE =0.2500 ALP1N'_ ENGINEERED PRODUCTS. INC. TRUSSES PLOUIRE EXTREME CANE OB/,��6/95 TC LL 30•0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HNG.ANDLIERECTION AND p 16/95 n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-92 BY TPI. SEE THIS DESIGN e'. TC DL 7•0 PSFo/FAILURE TO BUILD THE TRUSS IN CONFOnMANCE WITH USTBB BY TPl. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - 10,0 PSF DRWG ALPINE CONNECTORS APE MADE OF 206A GALV. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOPBC DLA446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O O PSFHEG TAM ANO UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING• BOTTOM CHORD BC LL 0CCON/{CTORS PER DRAWINGS 130, 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 91610 CEILING -- SEE - TOT.L0. 47.0 PSF 0/A LEN• 26-0_O CONFORM WI&PPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS ;= ouR.FAC. i .33 IN ONLY, ATA SHALL NOT BE RELSEO UPON IM ANY OTHEq WAY. OESIW TO TIE TRUSS EIFti70N COMTRALTOR. 1 �', Cl7ArT A1(_ OA n' G E s do ca V �1 S may.✓ $ ('"o } y 16 k� vR1 << y I 0 /kw IDVY '0� S �X�xG 6�j 4E., jJ TM �nHa :")tIAH S.NHMfIn:�W 99EOBLZb06 t9�tt 9661/90/ZZ TRANSMITTAL DOCUMENT FOR JEA DATE: J -/5- The following permits have passed "rough" inspection: Permit No. Address b3�asa�ocse�bcex�oa�caxxk� xx� xit�x�x�ds�cexa�d Please update your records accordingly. T % Than BUILDINGr-&t K CITY OF ATLANTIC BEACH + /vcb DATE: �— b F-7 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ------------------ --------------------- ------------------ ------------------------------ ------ ( --------------------------------------.-------------- -- --- -------------------------------_----------------- Enclosed are the blue copies of the permits. SINCERELY, B ILING INSPECTION DIVISION cc:FIL£ Ofitc+at a ,�►td'iNSpv��O� permit r A ,J 4_ ate me VA P'll At contactorUtAR�NO' Air Cond.& �t ECCROCAL �'. Fire Place 0 rnpr s ETA Rough+r7lrin9 TeP ut 7`~- pre Fab M SeWe �^ ✓ �o1oG^ F'na1 iNSpECT1ON Friday amin9 �inte� Y �O Thurs e Roo(irg Ft ptt,. n Tues mai Ar�specUo ) L F i Occupancy °n ° AC CITY OF ATLANTIC BEACH, FLORIDA Approval by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:�)w 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. EC-0001713 Munson and Bryan Electric Co. ELECTRICAL FIRM- / MA E I �(� E NAME �`� JOUBNEYMAN *Rf� 1�' ADDRESS: 1� -""`� RFD BOX BLDG.SIZE ' V "�' ""F'` e� BETWEEN: �- (ne I RES. ( ) APT.( ) COMM. ( ) PUBLIC ( 1 INDUS. ( ) NEW ( ) OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( 1 TEMP.Vq SIGNS ( ) SQ. FT. SERVICE: NEW ( ) INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH O B E KER 71 AMPS PH 3 W VOLT Pucl RA EWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE N0. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIxED 0.100 AMPS. OVER APPLIANCES BELL TRANSF, AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS 0. 1 N.P. VOLTAGE PHS PSA-3$44 f, 16012 DEPARTMENT OF BUILDING ?` CITY Of ATLANTIC BEACH *PERMIT INFORMATION � � �w.�_ LOCATION INFORMATION , P ana... Number: 16012 Addreas : 4I.0 MAIN STREET ermit 'Ty0 :UTILITIES ATLANTIC BEACH FLORIDA- 32233 � ss of I*Toxk: - - LEGAL DESCRIPTION nnstr. Ty e: wL?Iack: ^ Lit,: Twp: 0 Prcapc� ed U' e: Se tion: O Subd : Rng. Dwe 111n : 4 Subdivis!6n:SECTION H Est . Vla1 e: .00 I Prov. Cott : 4 . 984 .84 Total Fe � 52 . 50 t Dunt ; ' 52 . 50 L2ate r 4x5/1598 wo rk De F EXISTING CATV POWER SUPPLY TO 4' FROM JEA. POLE r .' TION . .. APPLICATION FEES ---------- N ' 52xrx o r t „ax c�K? ry y 9 J A.dd T y S FLORIDA 322 « Ph sax � � " � � s*CA S11; 511 �2. R e FORMATION Na a ME ; O r3rOF EATER 0'60R IDA IN �RT :ESTE 10 4 h w JACFS R FLORIDA 32256 L EP. / Ty pq , a11 ,14�.,a w, e NOT S:, z r NOTICE«-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO 1NSRl5GTI31V ` BUJ�.DI;NG MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACk�AND MUST ale CLFAR£D UP AND HAULED AWAY BY EITHER,CONTRACTOR OR OWNER ' IMLURE TO COMPLY WITH THE MECHAN-ICS' LIEN LAW C. RESULT IN TAE PROPERTY OWNER RAYING TWICE FOR BUILDING IMP VEMENTS." J*FD ACCORDITO APPROVED PLANSWHICH ARE PART OF THIS PERMIT AND SUB�IiCT TO REVOCATION FOR i7 tf?N OF APP --CABLE PROVISIONS Cif LAW. 1 J 7.. hin 26 t ATLANTIC BEACH BUILDINGEPARTMENT ton � t F . I CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date �Z Heated Square Footage �@ $ per sq ft = $ Garage/Shed @ $ per sq f t = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ ' per sq ft = $ TOTAL VALUATION% S To�ai ug?on 1st $ � CDC $ Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ / 7, 5 - Fireplaces 7. 5 `'Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE 5 WATER IMPACT FEE $� SEWER IMPACT FEE S WATER METER/TAP S CAPITAL IMPROVEMENT S SEWER TAP S ( ) RADON (HRS)- . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 S OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : I mrd rOt CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS DATE 7_ 1311S PERMIT NO. ISSUED BY THE CITY S p� JOB ADDRESS ��(� /,jAlr.i S7' VALUATION $ !9q (9"f, y PERMITTEE .Asch. iftt 0-3f- OC Ci( T jF( 0.'ZtQA (AjC. t>AWE,-jf. /3EN)Err PERMITTEE ADDRESS "3-/ A.6W4t0 Sf- Sjt:/(soJU-4,f TELEPHONE NO. 101"t SL7 REQUESTING PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT PCt it I s T,-J� 6T\J P c 4'J Ca F,)ML-1 -Tb 41' FRnM JG4 Pct Lf- LOCATIONS: (REFERENCE TO CROSS-STREET) 4175' To flL vF W 32y I APPLICANT DECLARES THAT PRIOR TO FILING THIS APPLICATION HE HAS ASCERTAINED THE LOCATION OF ALL EXISTING UTILITIES, BOTH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A LETTER OF NOTIFICATION WAS MAILED TO THE FOLLOWING UTILITIES/MUNICIPALITIES: JACKSONVILLE ELECTRIC AUTHORITY YES (X) NO ( ) DATE: BELL SOUTH TELEPHONE COMPANY YES ( ) NO ( ) DATE: "Z FERRELL GAS YES ( ) NO ( ) DATE: -7- Z. 17 MEDIA ONE CABLE TV YES ( ) NO (x) DATE:- 2. WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION OF ALL, OR ANY PORTION OF SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS, ANY OR ALL OF SAID POLES, WIRES, PIPES, CABLES OR OTHER FACILITIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNLESS REIMBURSEMENT IS AUTHORIZED. 3. ALL WORK SHALL MEET CITY OF ATLANTIC BEACH OR FLORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF eZz,, a-AC. (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT E,Zmz :cS AL. 'c-Lo-C.r , TELEPHONE NO. -7y`4'21)1 4. ALL MATERIALS AND EQUIPMENT SHALL BE SUBJECT TO INSPECTION BY THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE. S. ALL CITY PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION AS FAR AS PRACTICAL, IN KEEPING WITH CITY SPECIFICATIONS AND THE MANNER SATISFACTORY TO THE CITY. F. A SKETCH OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD FAITH WITHIN 10 DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHIN 30 DAYS. IF THE BEGINNING DATE IS MORE THAN FO DAYS FROM DATE OF PERMIT APPROVAL, THEN PERMITTEE MUST REVIEW THE PERMIT WITH THE DIRECTOR OF PUBLIC WORKS TO MAKE SURE NO CHANGES HAVE OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION. 8. IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY'S RIGHT, TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED BY THE HOLDER, AND THE HOLDER WILL, AT ALL TIMES, ASSUME ALL RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM AND AGAINST ANY AND ALL LOSS, DAMAGE, AND COST OF EXPENSES ARISING IN ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES, J. THE DIRECTOR OF PUBLIC WORKS SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS PRIOR T� A TI G }yyyp}Ij�K AND AGAIN IMMEDIATELY UPON COMPLETION. � SUBMITTED BY: �( (PLACE CORPORATE SEAL IF APPLICABLE) SWORN TO AND SUBSCRIBED BEFORE ME THIS J DAY OF NOTARY PUBLIC ICIAL NOTARY S L JODIE E COCHRAN NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO.CC453844 F :vtY IvIMtIS10N P 91999 NOTES ALL PROPOSED CONSTRUCTION WILL BE PER ti CITY OF ATLANTIC BEACH SPECIFICATIONS AS PROJECT Y WELL AS ALL NESC SAFETY CODES. AREA �p ALL PROPOSED CATV WILL BE WITHIN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAY. y 4Ty S ALL PROPOSED CATV WILL BE INSULATED, T COAXIAL CABLE, .860' L .715' DIAMETER. W 3RD ST ALL PROPOSED UNDERGROUND CATV WILL BE H BURIED 24' DEEP. z NOTIFICATIONS TO ALL UTILITIES INV❑LVED WILL BE MADE PRIOR TO CONSTRUCTION. LOCATES WILL BE REQUIRED IN ALL PROP. UNDERGROUND AREAS AT LEAST 48 HRS. PRIOR TO CONSTRUCTION. VICINITY MAP SEE TYPICAL SHEET FOR DETAILS AND FOR PR❑FILE VIEW. SCALE NONE EXISTING POWER SUPPLY P/S # 370 ADDRESS MAIN ST. - CATV E/,9-0 EXISTING POWER SUPPLY PROPOSED TO BE REMOVED ONCE NEW POWER SUPPLY P/S IS INSTALLED EXIST JEA POLE DRIVEWAY 410 420 R/W ----- .. R/W 146 4 13 B/C 6 -5' 00 B/C 475' TO C/L OF W. 3RD ST C/L =�-------------- N-- C/L B/C B/C R/W--1 --------------------- R/W MAIN ST . PLAN VIEW ITYPICAL#911 N.T.S. 370PS PROOSED medic-AGrAne CITY OF ATLANTIC BCH MAP: M-62 POWERPSUPPLY KNO U This SHEET NO.: 1 of 1 5RIGHT-OF-WAY PERMIT NODE: 370 DRAFTED 8Y: TJC DATE: 01/16/98 TYPICAL 1 H2O AERIAL P f S LENTES DESIGN, INC. JACKSONVILLE, FL. POWER SUPPLY DETAIL NOTE: SCALE-NOK ANY DEVIATION OR CONFLICT SHALL BE EXIS.JEA PRRYIRY COORDINATED W/CITY EXIS.JEA POLE EXIT JEA TRANUU ER PROJECT ENGINEER JEA SECONDARY LOOPS OR INSPECTOR. EXIT JEA SECONDARY CATV STRAND►AIIP ,o' W TAN.TO BE TIED CONTACT: TO.EA SECONDARY OOP JIM PICARELLI, L.D.I., I I\r RIGID 296-2343 CONDUIT ERNIE ISAAC, 744-2171 z•GALV.STEEL PROPOSED CATV DARLENE BENNET, u-GUARD(TYPJ �.—zz•—•� POWER SUPPLY MEDIAONE, � 7 (ALPHA TYPE) 619-3858 I 2�• 3I EXIS.MADE 2'PVC-21•BEEP 2t'NIN. 9•CON-BASE VC I GROl1ND RODS I CW TYPJ L_J PROFILE VIEW LOOKING FROM STREET EXIS JEA POLE SCN E=NONE PROPOSED CATV POWER SUPPLY (ALPHA TYPE) EXIS.PAVED CITY STREET CROSS SECTION SCALE NONE (VARIES) (VARIES) PLAN VIEW 4' SCALE=m EXIS.JEA POLE) _—PROPOSED CATV POWER SUPPLY (ALPHA TYPE) MediaOne NOTES ALL PROPOSED CONSTRUCTION WILL BE PER ~ ti CITY OF ATLANTIC BEACH SPECIFICATIONS AS PROJECT WELL AS ALL NESC SAFETY CODES. AREA—\, VYy ALL PROPOSED CATV WILL BE WITHIN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAY. ti Ory ALL PROPOSED CATV WILL BE INSULATED, ST COAXIAL CABLE, .860' L .715' DIAMETER. W 3RD ST ALL PROPOSED UNDERGROUND CATV WILL BE �- BURIED 24' DEEP. H NOTIFICATIONS TO ALL UTILITIES INVOLVED Z WILL BE MADE PRIOR TO CONSTRUCTION. E LOCATES WILL BE REQUIRED IN ALL PROP. UNDERGROUND AREAS AT LEAST 48 HRS. PRIOR TO CONSTRUCTION. VICINITY ICINITY MAP SEE TYPICAL SHEET FOR DETAILS AND FOR PR°FILE VIEW. SCALE: NONE EXISTING POWER SUPPLY P/S # 370 ADDRESS MAIN ST. CATV S 60 EXISTING POWER SUPPLY PROPOSED TO BE REMOVED ONCE NEW POWER SUPPLY P/S IS INSTALLED 1 EXIST JEA POLE DRIVEWAY 410 420 R/W ------- .. R/W 146 4� • o. 475• TO C/L OF C/L _ __- W`3R❑ STra_ --- N C/L B/C B/C R/W R/W MAIN ST . PLAN VIEW TYP I CAL 91 N.T.S. 370PS PROPOSED Medis ne CITY OF ATLANTIC BCH MAP: M-62 POWER SUPPLY rha 18 Broadband. hu b eh. ..y. SHEET NO.: loft JACKSONVILLE.934ICHAFO. D. RIGHT-OF-WAY PERMIT NODE: 370 DRAFTED�D o 1TJC 6/98 TYPICAL 1 LODZ AERIAL P/S LBNTn DOIGN, INC. JACKSONVILLE, FL. POWER SUPPLY DETAIL NOTE: SCALE NONE ANY DEVIATION OR CONFLICT SHALL BE EM JEA PRIMARY COORDINATED W/CITY EXIS.JEA P0.E EXIS JEA TRANSFORMER PROJECT ENGINEER ,EA SECONDARY LOOPS OR INSPECTOR. EXIS.JEA SECONDARY CATV STRAND IL AMP 4p W TAIL TO RE TIEo CONTACT: TO JEA SECONDARY LOOP JIM PICARELLI, L.D.I., I I\2'alclo 296-2343 CONI JIT ERNIE ISAAC, 71 r DALV.STEEL PROPOSED CATV DARLENE BEN NET, O-SAD CTYPJ POWER SUPPLY MEDIAONE, TT (ALPHA TYPE) 619-3858 I 2�• 32' I� pili TIRADE �— r PVC-24'DEEP 24'NK I•CDN(USE I EMB RODS I Ur TYP.I L_J � PROFILE VIEW LOOKING FROM STREET EXIE JEA POLE SCALE,NONE PROPOSED CATV POWER SUPPLY (ALPHA TYPE) EXIS PAM CITY STREET CROSS SECTION SCALE NOTE (VARIES) (VARIES) PLAN VIEW 4' SCALE:NONE ®'mom EXIS JEA POLE _—PROPOSED CATV POWER SUPPLY (ALPHA TYPE) MediaOne I � CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date9C0 Heated Square Footage @ $ per sq f t = $ -/.3,3 gar Shed 3 @ $ /f-..Q0 per sq ft = $ Carport or_S @ $-1-3-00—per sq ft = $ Deck @ $ 0 per sq ft = $ Patio $ 'x/'00 per sq ft = TOTAL VALUATION : $ ' Total Valuation 1st $ a o Y7, Lr&3 --��40, $ Ivo Remaining Value $ 5: per thousand or portion thereof TOTAL BUILDING FEE $ 2 5.5, ° + 1/2 Filing Fee $ I 'a (o ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE WATER IMPACT FEE, $ 3 S©.no SEWER IMPACT FEF. $ ?-S"t1. C26 WATER METER/TAP $ ,k S' 66 CAPITAL IMPROVEMENT $ 3 1=QQ _ SEWER TAP $ RADON (HRS) . 0050 $ 26 SECTION H PAVING HYDRAULIC SHARES $ CROSS CONNECTION $ 3.35 (1 P(( ) SURCHARGE . 0050 $— _ SG OTHER $ GRAND TOTAL DUE $ .."2? = 2 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; We11_ ____; Sign_ Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: l2 i �71 ( I { Am� 17 .5 i MAIN TREE{ ► Am _ - - - - - - - -- - - - - - - - I � I