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Permit 38 Dudley St ADDRESS QJ BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING SLAB /0 2 2 -2/ 7 FRAMING 1 -2 Cl -7 COVER-UP_ INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY DL ELECTRICAL PERMIT # INSPECTIONS ROUGH FINA T 1--a 3-9 MECHANICAL PER-MIT # 5-6 3--1 PLUMBING PERMIT # -/7� r NOTES : 5-to 31 . . . . . .. .. .. . . . . . . . RM , Tatifirate of Mrrupanq Titu of Atlantic Ncac4 — Flariba 19tvartmtnt of Nuilbing Inspation This Certificate issuedpursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure whs in compliance with the various ordinances regulating building construction or use For the following. Use Classification Single Famfly RP-,;td4Pnya Bldg. Permit No. 1rj2Q2 Group W,fraMe Type Construction --%f— FireDistrict Atlantic Reahh P OwnerofEluilding Beacher, Habitat Address !A4-L0'F'VY2"--,-b VT 32250 t, P t, Locality Atlantic Bpacb, F1 39231 DON C. FORD By: Oate: POST IN A CONSPICUOUS PLACE ........... B UIL DING, PL4 NNING A ND ZONING INSPECTION DEPA.R TMENT CITY OFATLANTICBF,4CH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: �2 -,20 , 9k Building Contractor: Building Permit Number: 15ZO2 Address : Legal Description 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 /X)/'/!;c Lowest Floor Elevation: C) required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOKlNG MUSTBE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works 2 - I 'V -54 P.]-anning 2- -2- Building -) �?a - 9�'P -2 '9 3 02-20-1998 10:51 904 791 9563 DONAH00,00NAH00,BALL P.02 qj MAP SHOWING SOUNDARY SURVEY OF: WM oW-m"of Wr 0,OL"X S.oMaR's MALAT.AS RECORDED IN PLAT Pam is.Plar to or rmi amiEwr rwk wmvs OF DUVAL cowry,rLoRm& AVOW~ Q0 WTI. K, BY im ON AMM0 IN IN PAW MCM Wyvr1#Ar4vWr - dN"WxmW, TM MM I Utt A I"M",*'P MIM OAR MMD 4-7-0-C&MANYVAUM N&19-7v~/IV Z-110Z ZZ,Z,~0" HE OPA. Tmr?w SWqy OEM TK MWAW MCWRCAL 3TAMM"S AS SIT POM NV TW FLCMMDA BOARD Of Awasm"4 APAYM AND Wpm pmo TO SECMN 472.027 FLOR&MTVTa AND a ZJDURDEN LAND 41017-f ftoNm ADAWAIMM cW. L S SUR URVtQRS ,14. PROMM"�.LC .3 V=W0.1674 FLMDA LB .3 1103 soum THM sTpwcr 2?0 _1252 SUftV NoT WA UMMS THS PMWT 13 VJNMC W(M TK VAL Or W AIM MNO Q-2423 ............ Tertiftrate of Mrrupnrg Titu of Atlantic leac4 — Noriba Department of Nuilbing Inspertion 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 Singl,- Family 'RP-.Jdi-_ncP Bldg.Permit No. Group W,f raffle Type Construction R f Fire District AtIantic, Rp-.qrh P. 0. Box 5Y939 OwnerofBuilding Beaches Habitat Address jaeksotiville ____.,FL32250 B 'ngAddress, '18 ;A1tj1p@v Rtrpet- Locality Al-jalltir 'Rpnob, FT 192'1*1 11,1& By: DON Q. FORD ----" -Building Official Date: POST IN A CONSPICUOUS P�ACE FLOODPLAIN DEVELOPMENT INFORMATION Location::- Type of Development: Z 46tm Flood Zone: /A4 Required Lowest Floor Elevation:— If building is located within a flood hazard zone, a survey must be made AFTER TBE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy Will be issued until the survey is on file with the Building Department. CONMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed d lopment. —7— plicant's Signature Date 5" Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department n,- c BuildmL-eDepartment Repiesentative�'�, MAP SHOWING BO UNOARY SURVEY OF: C4 THE NORTH ONE-HALF OF LOT 8, BLOCK 2, DONNER'S REPLAT.AS RECORDED I/V PLAT BOOK 19. PAGE 16 OF THE CURRENT PUBLJC RECORDS OF DUVAL COUNTY,FLORIDA. DUDLEY STRCU 5'0'R16A(r-0/'$VA Y (osond yt'/roil pj�pc �4C&64-5) 50-00' 0.71 ,�, t, tl-,-�. _;.,17 lop.I"( 71;' 4.� 7-.1 I-674W P F94AMS 10 14. Lr) (A -4 c4 ol W M C4 C4 CD 50.00 DAIRDFN �-4ND lk-Rk/FV0P MAP SHOWING BOUNDARY SURVEY OF. THE NORTH ONC-HALF OF LOT a.&LOCK 2,DONNCR%S�REPLAt,AS RECORDED IN PLAT BOOK 19,PAGE 16 OF THE CURRENT PUIYLIC RECORDS OF DUVAL COUNTY,P'LORIDA. DUDLEY 6TREIET RlaVr-0�6 WAY 4&7�lz-I'm o"o. 04, ;a /y.-38 Oc BlocK W.010, rw rqu F.0 0 110 11111-1).110T.LOJE BY"T.Wr lXn MAY ar ACsTAIcTwu LM3 on usaxwn row AFPLzcr rms ^WPOt"PY ZMW OR RECOlikM W TW ftKOC ft� OF INS WLWYY rHA?ARE iwor sHow oN n"stv4y. L Ofv-9 TMARUREM LES AV FLOW 20M RCVWIW-d-17�4091 Co"WLW"P*ML M 1190&70 POO/ zt== le N All, I HEREBY CERTIFY To:d�mo-q Rk-5TAA.0 INS41,"NC&CO.; 00N-411M,&VN-4hlJV sAa,P.A, THAT THIS SURVEY MEETS TRE MINIMUM TFr-MNIrAL StANDARDS AS -141-FORTH BY THE FLORIDA BOARO OF PROFESS"Ak SUIRVEYORS'AND MAPPERS� PURSVANT TO SECTION 472.027 FLOMDA STATUTES AND CHAPTER ZJDURDEN LAND BIG17-6 FLORIDA ADMINISMTII�E CODE SU ,SURVEYORS INC. sRoFESSjONAI_ LANI) SUFNCfOR NO.1674 FLORIDA La i645 H, BRUCE PURDEN, SR. DArE, DECEAVER 7,1995 1103 SOUTH THIRD STREET YV�w4w N 52250 SCALE.,t".20' =4 101141114WO r9Kr2409U-f2lf4CH- FXoXr9O4) 241-1252 TMS SURV&V NOr VALM LWLMS YMS P*MNT ZVVOX= WITH THC S&%L OF T"E AfiOvr-wNim. Q-2423 p ir F�Now 7671 O-A- r—f FT. 1094wo- 7;-.Is, LC Pax NOTES: NO BtfLMGM$rWTWLNE BY PLAT.BUT TNfM#4Ar9f RESTR#CTWN LWES OR EASEA"T3 THAT AFFECT rMS PROMrY`8Y ZOMM ORRECORDED JW THEPtedt RECORDS OF TM COEWY DOT ARE NOT SOW ON THS MVEY. TMSA�MrY LIES W FLOM ZDW "X-BY FLM MAPS OCK RE-VAM 7-05P.CZMMMrY PANEL NO.10eP7-- cb In f HEREBY CERW M Z'"10S AMMS; ge.4CII&S N,4,91rlr;Rk 5;1AM-,e1,,4*r/n,- 1N.5,(1,e4WC6 04.; 0&-'411,W,VW,4"f AAa,R A. THAT THIS SURVEY MEETS TW #AINW(M TECHNICAL C4 q STANDARDS AS SET FORTH BY THE FLORIDA 9WD OF PROFMOAL SURVEYORS AND IWAPPWS, PURSUANT TO StC77ON 472.027 FLORIDA STATIUTES AND CHAPTER WG17-6 FLORIDA AD)WIMSTRATIVIE COX, D Ul Rmn LA 6; J( DEN .LAND S SU UIRYEYORS INC. PROFESSIOWL LAND SURVEYOR N0.11574 FLORIDA 6645 H. BRUCE DURDEN, Sk C4 DATE.-__LWCEM&ER 7.1-9-9,5 C4 1103 SOUTH TWRD STREET T40 svew Kf N BEACH. FLO T�A 32250 SCAL,E:l"=ZO' r 9 r9504 02449�L7E261 AX 04� 241-1252 THIS SURVEY NOT VAUD UNLESS THIS PRINT IS EWBOSSED WfM THE SEAL OF THE ABOM SIGNED. CITY OF 1*41ae4e Vead - 9&uW4 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5-W5 TELEPHONE(904) 247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: ,I - --;�3 Please be advised that the final building inspection has been completed on each of the folloW4 .Lng addresses and construction water is no longer needed: Permit Number Address Sincerely, Building Department D A-7 EJ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S ) HAVE BEEN MADE AND ARE SATISFACTORY : Y -- --------------------------- ------ ---------- ----------------- ------------------------------�7--- -------------- -------------------------- ---------------------- ----------------- ------------------------------- Enclosed are the blue copies of the permits. SINCERELY, DI G DIVISION cc : FILE 02-20-1998 10:51 904 791 9563 DONAH00,DONAH00,8ALL P.01 LAW OFFICES DONAHOO,DONAHOO&BALL9 P.A. MS BARNETT CENTER 50 N.LAURA STREET JACKSONVILLE,FL 32202 (904)354-8090 FAX(904)791-9563 DD&B FILE NO. COVER LETTER.-7------ DATE: xh� zqp -- 7 1 A TO: &�l Al�m *�. 6 0 - FROM: sm ouess -sy-- "odile cldd – A010 TELECOPIER NUMER BEING CALLED: 2,q 7 OMCE NUMBER: TOTAL NUM13ER OF PAGES INCLUDING COVER SHEET, 2. IF YOU DO NOT RECENE ALL PAGES9 ?LEASE CALL SARA . BACK EMMMIATELYI commwa. 31? 'vj Ail. &4tA %�&odt&n THE INFORMATION CONTAINED IN THIS FACSNEE MESSAGE IS INTENDED ONLY FOR THE.PERSONAL AND CONFIDENTIAL USE OF THE DESIGNATED RECIPIENT NAMED AOVE. TWS MESSAGE MAY BE A PRIVILEGED AND CONFIDENTIAL ATr0RNEY-CLIENT COM(MCAT70N. EF THE READER OF THIS MESSAGE IS NOT THE 24TENDED RECIPIENT OR AN AGENT RESPONSIBLE FOR DELIVERING IT TO THE RMNI)ED RECIPIENT,YOU ARE HEREBY NOTWIED THAT YOU HAVE RECEIVED THIS DOCUMENT IN ERROR,AND THAT ANY REVIEW,DISSEMR-lAltION,DMTRMUTION OR COPYING OF THIS MESSAGE IS STRICTLY PROHMIT131). IF YOU HAVE RECEIVED THIS CON&VNICA110N IN ERROR.PLEASE NOTIFY US DAMEDIATELY BY TELEPHONE AND RETURN THE ORIGINAL MESSAGE TO US BY MAIL. THANK YOU. Ilk 3L4CJH C--NSTRL,C--ICN PERNIITWM�Itll --rTY RIGH7�-- OFWAY ANC ---ASEMENTS PERMIT No. Llsu�:�Y THE C;-, SLIBIDIVISION HAO I-rA-r H o t4 F-- CrrY S7REE-1 544 PER41-4�� E: ADDRESS (14 7ELEPHONE NO. ?,47-9 30 2, RE:oi-L�,iuc PERMISSION FROM THE C;-,Y OF ATt INTIC SEACH 70 CONS7RUC7' r-oterr-1 LOCATIONS: (RE:FzRENcz To CRCSS-STREE-,-) 3B I AF-UCANT DF-CL.ARF-S THAT F*R. ICR TO --tt--vc THIS H�AZ ASCERTAINEC THE LOCATION OF ALL UTILITIES. BOTH AER4AL AJN-D U-NDE4;GRCUN0 AOILD 71�'+E ACCL�RAI-E LOCA7, 0+4S ARE S4-40WN ON 7HE ,KE','CHES. A LETTER OF NOTIFICATION WAS MAILED 70 THE FOLLOWING UTILlTIES/MUNIC:FlALI71ES: JACKSCNVI— ELECTRIC AU7HCRr7-- YES No DATE:: "T--' SOUTH 7lZ'-=F�-4CNE: (::OMF-ANY I FS tIC DATE: GAS YES 1`40 f DATE: M-F-01A ONE CAaL=- 7V Y P40 0A7Z: Lana*qs w-A- 7 Z. WHENEVER NECE.5SARY FOR THE CONSTRUCTION, RE-AIR. IMPRCVF-MENT, MAIN7zNANcZ, SAFE: AND E--FF!c:Z.N7 OPERATICN. ALTERATION OR RELOCATION OF ALL. OR A14Y PORT70N OF SAID STREET CR EASEMENT AS 0`E--RMINE:3 BY THE DIRECTOR OF PUEn=WORKS, ANY'--rR ALL CP SAID F-01 =-,, WIRES. PrP--S, CAEIr OR CTH�IER FACILITIES AND APPURTENANCE2 At;!"r-'lORiZE:D "E!��EUNDIER-, 51-tA, I BE IMMEDIATELY R--MOVED -1�om SAJ-D S7RE-Z7 O-R EASEMENT 044 RES�ET OF� �4ELOCATEZ AS, 4-EC�UIREM BY THE: 3iR-ErC7OR OF Pt�&L!C WC-R-KS. AtL= AT THE EXPENS.E. OF ---IF-FSR2,477ME: UNII-Z----�RE.I.MELI.P.S.F-MIENT IS AUTH-z�RLZ--=, OF ATLANTIC SEACH ALL WORK SHALL MEZ7 C;-I OR FLORIDA CEFARTMEN7 OF-1 RANSPIRATICN STANOARCS AND BE RERFIORMED UNDER -,F-rE S-LTP--,-VTST(Z`N OF ri-10174 Ilicks �CON77zG:�C---R'S PRC�JECT SUPERINTENCEI-47) LOCATt!D AT 7E:L----icr-.E �4c. 0+7-Z-9141. 70#' 0 7410 4, AI-L- MA--ZRIALS AND ECUIPMZ-'.lZ Sk:t.� RE 5]�R -CT MCL IbLSPE—Cu aY THE CIRE:C-.C-R OF =11A, IC WC-Rl�.S OR �?S DE54GNEZ' ALL Crr- F-RcPER-,- SHALL -9'E' TC7 =S ORT07NAL :S FAF AS FRAC7 ICAL, rN KZE`.=MG` WITH Cff- 5P--C:FICAT;CNS AND TI-tff MAION R-eATf--FAC70F?r 7,0 7�-tE CITY. A SKE7CH OR PLANS COVERINC q CLIF -:1-U.S iKS=ALLV7lCw -RkIALL RE MACE: A F-AR7. OF PERMIT. 7 71HIS RERMi--ZEE SHALL COMMENCE: ACTUAL CONS7RU",ION IN GOOD FAITH W17HIN i 3AYS FROM THE DAY C7F SAID FIERM17 AP=qCVAL AITC S74A" SE* YVI I HIN *9 0 DAYS. IF-,,M 5EGINMWG` =A-r-Z Is McfR--- 7H*f4 DAYS FROM o*re ci, r---Rt-wr APPRov*L, -rt-teit P-- tMt=rrEE MUST R-V.'tEW THE a---f-ttT Y#lTH THE OF PUBLIC WORKS TC-14- I- NO CHA4GES, H�AVE 0CCURRE:C IN 71-+E AREA 71 i W04J LC AFFIC THE FERMI-I ,ED C:ON-'-rRLLC-.ICN. IT IS UNDERSTOOD AND AGREED THAT THE RIGH75 AND F-Rf'4LZGES HEREIN SET OUT ARE GRANTED oNLYTo --HE N U B`7 E E)CTENT'OF THE Crry's RTo-,fT,, 7r=- AMC INTERES7 rN 7-,fIE LANV TO BE E:.-4TE:R= upo Atqr s= TH -OLZ)Ejz�, At�C 7HE: --IOLZER WtLL. AT ALL T"ES, ASSL,'t'fE ALL R'SK --Ir AND INCE:.'ANIF-. OEFE:.�tD, AND 5AVE I-,ARMI ---,S 7�,F- CITY OF BEACI4 FI-40M AND AG.Q�S:; A04Y A040 ALL LOSS, DAMAGE. A040 COST OF ZXPV-4SE.S ARISING IN ANY MANUER. C.F TI-tE EXERCISE O.R AZ-ZZb0`TE*) EX RC:SF-S BY 71-tE HCu-DER OF THE AFORESAID RIGHTS AND PRIVILEGES. TH-E: IDn:FEC7OR OF PUBLIC WICTMS S-HA- EM NOTIFIE-C TWEN-TY-FOUR t24) HOURS RRTO'R TO STARTING WORK AND AGAIN I F- CrMp I'ON. Su5miTTE:c) ay: (PLACE: CORP-CRATE SEAL !F A-'RLJ=AeLE) SWORN TO AND SUBSCRIBE= BEFORE ME: THIS DAY 9 Ir):z "p- RAY K NIELSON My Commission CC375026 Expires May.23,1998 Bonded by HAI 800-4]P2-1555 440FOO 77" -7 ENT OF BUILDING _R DEPARTML CITY OF ATLANTIC BEACH 7 P ------- ERMIT,' INFORNATION ------ LOCATION INFORMATION Permit Num�er: 15635 Address: 38 DUDLEY STREET Permit Typ4:UTILITIRS ATLANTIC BZACHI� FLORIDA 32233 , C11 ass of W o rk-4 14 EW --------- LEGAL DESCRIPTION --------- ons,tr.' Tae:WOOD Blo Lot **N 2 8 Twp "o ropozed e:SINGLIRRAMBILY, Secfto*n1:: , 0 Mdl . 0 Dwellings: 0 Subdivision:DONNERS REPLAT _ Est. Value. 0� oq Improv. 'Cost: 0.00 Total Fees; 25.00 Amount Pa 25.00 1997 Date,", "KAX- F, � 11P Al"sMik Rl"I'll, 34 A, 6 Work D _ _44 YSTEM _7 ------ APPLICATION FEES ----------- AT ION Name IT M.00 Addr- ACH, FL 3 uw 1W W 9' Phon.j., 1 2 ------ PRHiTl AT!, R ON ------ 4X Name., 0&' C N'b-1:11UCTION C A E r"AVEX0 JACXSON BEACH, FL 32250 CA 7 49 -0, �A T 1 9 N6TES: NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST24 HOURS,PRIOR TO INSPECTION, I BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE,PLACED IN PUBLJC SPACE,ANDMUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE: TO COMPLY W.ITHI,THE,MECHANIC$l LIEN LAW CAN RESULT,IN THE PROPERTY OWNER"PAYING TWICE FOR SUILDIN PROVEMENTS47, ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT-AND SU13JECT TO'REVOCATION-FOA 4-, "VIOLATION OF,APPLICABLE PROVISIONS OF LAW. M24 146491 N 2—A. ATLANTIC BEACH BUILDING DEPARTMENT BY: Memorandum CITY OF ATLANTIC BEACH To: Brad Braddock,Braddock Construction, Inc. CC: Robert S. Kosoy,P.E.,Public Works Director Jim Jarboe, City Manager Maureen King, City Clerk Harry McNally, Collection/Distribution Division Director Phil Nodine, Streets/Maintenance Division Director George Worley, Community Development Director Don Ford,Building Inspector Richard Welch, P.E., Connelly& Wicker,Inc. Dave Clark, Beaches Habitat From: James G. Jacques,Assistant to the Public Works Director Date: January 2, 1998 Subject: Sewer Service to Vacant Lot on Dudley Street Beaches Habitat Residential Home We have been asked to allow a substitute product for coating manholes, in conjunction with the new force main connection at a City manhole for the Beaches Habitat Residential Home on Dudley Street. In a memo dated October 9, 1997, we had indicated that the City standard is to coat the interior of the existing receiving manhole with a coating equal to Sauereisen No. 2 10. This was discussed with you in our pre-construction meeting. On December 18, 1997,we received a letter from Chip McGehee of Standard Precast, Inc.,to allow the use of a compound known as Foscroc , instead of the Sauereisen No. 2 10. In asking for more particulars on the product,Mr. McGehee suggested that a product known as SpectraShield be used instead of either Fosroc or Sauereisen No. 2 10. We were sent material on SpectraShield on December 30, 1997,by Concrete Conservation, Inc., for our review. It appears after review of the materials submitted that SpectraShield will be acceptable for use in this situation. We do ask that manufacturer's recommendations for manhole preparation and application of the product be followed. Our intent in requiring a coating is to protect the existing manhole from deterioration caused by gasses from the new 2" force main for many years. Please call with any comments or questions. No 738 12/17 '97 15:41 ID:STANDARD PRECAST 904 268 4403 PAGE 2 '0A "Standalrd fvr Quallity" ,Rw*; CARL W. PETtRSON 11340 PHILLIPS HIGHWAY / P. 0;BOX 23607 / JACKSONVILLE. FLORIDA 32241-3BO7 004-288-0454 CHAIRMAN FL 800-3W-0406 meme.zr, mtrAVA FAkX 904-255-4403 13ARBARA L. PETEMSON PcSA 'It.11ft NA I 10NAL UTILIT101 PRESIDENT OF F L01q CA,-Ng�: A I. Y.W. December 17, 1997 To:City of Atlantic Beach Re: Rehabilitation of Existing Manhole @ Beaches Habitat Mr, Jacques, We propose to mse FosToc Lis ml"or equal" on this project.The following two pages contain submitW data and application proceedures for Fosroc. We have found this to be -in excellant product when applied correctly.If you have any additional questions, please call me @ 268-0467. Sincerely, Fojror- Chi�McGehee STANDARD PRECAST,INC. & r QUOTATIONS ARE SUBJECT TO CONFIRMATION AFTER 60 DAYS, FOB: JOBSITE, UNLOADED BY OTHERS. APPLICABLE TERMS & CONDITIONS OF SALE ON REVERSE SIDE TERMS; 2% 15 DAYS, NET 30. (PLUS SALES TAX AS APPLICABLE) 5ANITART AND STORM SEWER 3TRUCTUMES 4$-T11RU 144"Wt!t*19LL3 9 609 CULVERTS 0 SPECIAL ELECTRICAL MANHOL93 SPECIAL ITEMS CONCRETE CONSERVATION, INC. P 0 BOX 24354 JACKSONVILLE, FL 32241 (904)268-4951 December 30, 1997 Mr. Jim Jacques Public Works Department - 1200 Sand Piper Lane Atlantic Beack, FL 32233 Dear Mr. Jacques: Per your telephone request today,the following is a partial list of Spectrashield customers: Bob Phillips Jacksonville Electric Authority (904)632-4445 Glen Holoves St. Johns Service (904) 358-2529 Donna Kalvzniak Jacksonville Beach (904)247-6294 Please feel free to call them for references on our product. I have enclosed several brochures and samples for your consideration. I would be glad to take you to see some of our completed structures. Please call if you have any questions or I can be of further service. Sincerely, �-J.wm. Hume President PSR-3844 15 17 DEPARTMENT OF BVILDING CITY OF ATLANTIC BEACH' PERMIT INrORMATION ------ ------- LOCATION INFORMATION ------ Permit Number: 15637 Address: 38 DUDLEY STREET -TLANTIC BZACH� FLORIDA 32233 Permit Type*,MECHANICAL A — --------- LEG AL 'DESCRIPTION ----------- Class of WOirk:NEW 0 Lot:N1/2 8 Twp*, C onst r. Type.,WOOD 'PRAME Block:2 , I I Proposed Use:SINOLE rAMILY Sectjon* �� ' '0 Subd-. Rnq: 0 Dwellings: 0 Subdi vision,*.DO14NZRS REPLAT Est . Value: 0 .00 Improv. Cost -. 0.00 Total "Ire 43 .00 Amount"."R, � 43.,00 D t 4/JW m V HABITAT HOME Work AL HEAT AND AIR IN Nt M 7% , ITS, 2 -44 4 ION APPL I CAT I ON FEES Name� IT 43.00 ,A,ddr'*', L FL 322k,0 jgw:5 j 17,1v%etw, 1,40 4" ''w Pbon 'An, f c A R ATION- ------ Name �oc T & A It"l, -7-6,--,-AT- ` 'IC' ' LVD1.11 - Ad r,,,,..14 NEPTUN rLORIDA :,32233 Licllx,,�"Mw Ek 7 T 3 NOTES: NOTICE-INSPECTIONS 0USTSE REOUESTED AT LEAST.24:HOURS PRIOR TO.INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROMTHIS WORK MUST NOT BE PLACED IN PUBLIC SPACEAND MUST BE: CLEARED UP AND RAU LED AWAY BY EITHER CONTRACTOR OR,OWkER "FAILURE TO COMPLY WITH THE, MECHANJCSI LIEN LAW CAN, RESULT IN, THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.':"" ISSM0 ACCOADIN6,70-A -',�MOVED PLANS WHICH ARE PART OF THIS PERMIT AND SUSjECT TO,REVOC�TION FOR vIOLATION,OF-A-PP OVISIONS OF LAW. ' ATLANTIC tEACH�$6 EPARTMENT , BUILDING AND ZONING IINSPECTION DIVISION CITY OF ATLANTIC DFACH ATLANTIC 81ACH, FLOR101116 $1138 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV. Street Address: -put)c�� :sT. LOCATION OF 1106tsect;A9 Striiet$: between Anil WILDING SuIs-j;V;#;6A 11. IDENTIF ICATION — To be completed by all applicants. In camt;dariivion of pefm;t 9;�*n for doing the work as described 'in the above statement we hereby agree to perform said woA in accordance with the stfach�pd pis"s and specifications which oris a part hereof and in accordance with the City of Jacksonville ordinances and JfanLdards of good practice listed therein. 1,1606s, *4 Moc�spk'lcal Contractors coebrisef"t fler."t) T-2P4 SMIE �\\JA c- Master 141,64" 04 Ismperty Owner yNA e)\TP�7_ u"aturis a I owner Signsfure of or Avth.�zod Aq.�f U- I" Architect or Englimitar Ill. GENLUL IN 06"n\* A. Type C4 Is"fing fvarl: IS OTHER CONSTRUCTION $KING DONE ON zololic THIS WILDING OR SITE I C3 G"—E3 LP 0 Natural 0 Control Utility if YES, GIVE HUMSE71F CONSTR CTION C) 04 PERMIT C3 Othw Sw-;fy IV. billICHANICAL W"IINT TO U INSTAUAD NATUR9 OF WORK (Pro ;d tooispleft JM of coompear"h cia bed of thk lom) LK111"itesidentlal or 0 Commercial 04 t 0 spos" 0 ltop�� M-7&�tftl a Fee" 9_�`N*w building W1;A7;r'L4;";os9: 13 Room la"Z#411iff 13 Existing Sulldlng 0 Docil 1prs+*-m: Wateriat 'Mick"ista.— 0 Riplacoment of existing system mazimum capacity C.I.m. 01_1`NNsw Installation(No system previously Inetalted) C3 W,;""t;" Q Extension or add-on to existing system 0 C.00402 toww- Capacity 0 Other— Specify (3 Fine ope;Aklisn: Nvm6or 61 Isee (3 0 THIS 11PAC* FM Opp" = C*#Ly 0 pow4a. D —(Rvm6rj Remarks a LPG coal i 13 Unfmod lieftaure Ve" 0 sea Formli Approved of P"f LINT ALL EQUIPMENT AM 00NU'n0N1NG AND REFRIGERATION EQUWUENT A=ovkg Mun"r UJI&A DoscrtpUos Model Number 7 Memorandum CITY OF ATLANTIC BEACH To: Don Ford,Building Inspector CC: Robert S. Kosoy,P.E.,Public Works Director Jim Jarboe, City Manager o"Maureen King, City Clerk Harry McNally,Collection/Distribution Division Director Phil Nodine, Streets/Maintenance Division Director Ann Meuse, Finance Director George Worley,Community Development Director Dave Clark,Beaches Habitat Richard Welch,P.E.,Connelly&Wicker,Inc. From: James G. Jacques,Assistant to the Public Works Director Date: October 9, 1997 Subject: Sewer Service to Vacant Lot on Dudley Street Beaches Habitat Residential Home We have completed our review of the enclosed plans and design notes from Connelly&Wicker,Inc., for the Beaches Habitat Residential Home on Dudley Street. The only major comment we have is to coat the interior of the existing receiving manhole with a coating equal to Sauereisen No. 2 10, instead of Farbertite. Farbertite is adequate for the exterior,but not for high hydrogen sulfide atmospheres. The proposed pump station, and small force main is acceptable. This force main within the City Right-of-Way should remain the maintenance responsibility of the home owner,not the City of Atlantic Beach. This is a similar situation with many other house force mains throughout the City. We have sent a memo to George Worley,asking him to explore the possibility of finding CBDG funds to construct a gravity sewer along Dudley Street. You might want to contact Mr. Dave Clark of the Beaches Habitat to discuss the possibility of delaying the house construction until we are able to install a new gravity sewer. However, there is no guarantee of ftmding within the near ftiture. We are keeping two sets of plans and one set of design notes for our records, and returning the other plans with our redline comments. Please call with any comments or questions. &&4_C,6�7 Memorandum CITY OF ATLANTIC BEACH To: George Worley, Community Development Director CC: Robert S. Kosoy,P.E.,Public Works Director Jim Jarboe,City Manager %/Maureen King,City Clerk Harry McNally, Collection/Distribution Division Director Phil Nodine, Streets/Maintenance Division Director Ann Meuse,Finance Director From: James G. Jacques,Assistant to the Public Works Director Date: October 9, 1997 Subject: Infrastructure Improvements in the Donner Area Potential Grant Funding During our Public Works staff review of the sewer connection for the Beaches Habitat Residential Site on Dudley Street, we were discussing the many infrastructure deficiencies that exist in the Donner area. This area is from Mayport Road on the east,Main Street on the west,Levy Road on the south and Church Road on the North,as shown in the attached map. The immediate need is whether to approve the small lift station for Lot No. 8 on Dudley street, or to provide sanitary sewer service for the easterly portion of Dudley Street. However,the sewer improvements on Dudley Street are only a portion of the total needs of the area: I. Sewer main extension on Dudley Street for 430 feet with 8" PVC sewer main, 2 sanitary manholes,and sewer services for 15 lots. 2. Water and Sewer mains, with lot services, on approximately 2200 feet of Church Road. While the south side is in the city limits of Atlantic Beach and should receive our attention,the north side is within the Buccaneer Service District and should also be considered for lot services, and water and sewer extensions on the small streets to the north. 3. Water system improvements on Park Street(800 feet),Lewis Street(800 feet),Robert Street(750 feet), and Mealy Street(450 feet), al with associated water service replacement or construction. 4. No City sewers west of Mealy Street. 5. Storm drainage ditch and culverts requiring major cleaning and regrading to allow proper storm flow to the north to Puckett Creek. MEMORANDUM October 9, 1997 Page No. 2 You have indicated that some of the City's CDBG funds might be able to be applied to the sewer needs on Dudley, and that other grant or loan applications could be made to fund the remaining infrastructure needs of this area. - Almost an identical need for infi-astructure improvements exists across Mayport Road, north of Donner Road to Church Road and bounded by the City Public Works yard on the east. This area has constant flooding problems,high sewage flows during rains, and small, old water mains. Future grant funding may be the answer to correcting this area's deficiencies. Could you please research the availability of current and future grant ftmds for infi-astructure improvements in the areas described above, and meet with me and Bob Kosoy at your earliest possible convenience? Please call with any comments or questions. 4 50' 130, C�4u;:Zcp 4 2ob.4' -1 2. 0 40' [I himiz )M4 0 t�48 4- �0 0*0 ,�?2/- 2276 4 IQ'0 (9 �, /U3Z4-a"a In w V-2- gr (t) 0 I,z k�OD I ZO 4.-C)O(:) 1355-1-3 r. t (u , 4 , Z'), t: I ,- "- -E-0 0 k'TZOESI —v-Z I n V7 Z I&P Z 00,00 %5 0 ITZM446. 10 70' C)C:>m m F—R"s R/1- oR44,,ro-233 0 u 0 L V-7- 17Z324-OS-00 'Gn 1PA.P.C L -ro, go' S8.9 t"'. �000 LY -1 '3 7 8 1c) "dif NI 1-72 J54 -OC NJ- 14 140 - 1 8 7 G lIZ246-0000 18 17 IG 15 'c14 1 t m cj .1% 2 7. ROA 61.Ml t5co I N r�- pqkws - 0 100'. -0 1- (f 9 (f�) dri 51 /1'7,1%to-000 0 olil 00 :z IZN � wlzs i Nt 0 t4s G 7 8 - 9 1 z r.4? Lu .. !- in i: 11 o I'. '.. 50; 50. z jy Q rMl L-=V415 5,T VR M;-=,T 172 1 B9-00 t� EX I. 1 10 10 50 Ves-5 so 50, icrr.s' %7zt%S-0 -06 10 1-k 1 0 P. 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LQ It 1,140' 19 zs: I ioc� 0=:)o C0�c�cc> I I - - P. t-t-1c,I j � OF: S-L, Nib=NWM I E ID GA.P-�' T S�Or- MIZE OF W-ZLI"f t7Z VZS-C� -74 Saa v5" �185-836 794..3. �7ZCMV-t-OC.00 019 0 Z z 154.-S' -1Z 100, .04+770-(0 N 1-0000 I-rZ130-OD00 N OR 5421-1793 1-r -rXCOW-0060 \X 17205 S \Aj F 50 09�57o4 S704-.-I vvag .40 1W a 5 1 Aic V's C3 14 fn- 4i 1-'ZZ4-7-000( Oe a24& /5 z 0 .I L .95) 'A V L 2 .9n 9 j,7 RD. 109 I't, 6.0Z %n lu o DUDLE St 1106 114 DVDL�EY 108 ST.-I I I I I 115 107 IT. OF G�roq An e - c 103 101 E.WIS 1 99 A,41.I tl 1,Lj r 116 98 E. 9.64 -!z uj ,OR qOEIF�-FR S I I 112 . 97 118 17 1.a 6.,:) 105 E AR 166, STJ J r -/a,V c, TANLEY Rt 6 JACKS N - ,)0,2 ?404,e OW co 1263 ROAD Ei-SEMEN-T t CHURCH ROAD 04 CHURCH ROAD 262 1327 1 1 3251 1 It I b- 2 PA DUDLEY STREET -Am-- - I 328 j—6- 6" - -2 —6 DUDLEY SMM CV _jTEWfflT STMT- - 1326 1 SIMMONS ROAD LEWIS S�T \-2 260 6 co co 324 323 :T T=2 ROMT SIRM, 319 321 - 20,, (o 3 SIREEi —ink STAKEY ROAD /256 255 JACKSON ROAD 2*. L 2 —2 - 315 QDL 317 *316 2" T 333 -ARDELLA ROAD CHURCH ROAD CITY LIMIT LINE 1 8 12 It QD EV, ,, STREElm WN -7� XWNER PARK PLAYGROUND 15 10 8 7 5 L 18 17 16 oot/ 14 C� 9 9L.10,0 C-i L CWI,,S wa Lc- t7 16 15 14 13 12 If 10 7 6 5 UN 1 11.0 CD RO oEm,r s EEr 4c z "�V-k 1.4 �a 1 1 17�611 18 'A .W, E T;,R E I 12 1 1 10 a 7 5 'Ar -7 D A T E PRE-EERVIC,E DIVISION 'AC' K 3 0 N V LE E-1 ZIC:T R I C A U TH Olk Y W E S-1 D U";A L TR r-_E JACIIKSOINVILLE, FLCj!iIDA 3220" -OLLOWING F7,11,kT E H A V-E M A L,L liNSPECTIC, .=�ATIEFACTORY A -7 tl-,,",�, 77 3 , /C S -- --------------------------------------- =------------------- ------------------------------------------------- -- ---- --------------------------------------------------- ------- ----------------------------------------------------- Enclosed are the blue copies of the permits. 'S I N C ER ELY Z BUILDING INSPECTION DIVISION cc : FILE ---- PERMIT INFORMATION ------ ------- LOCATION INFORMATION -------- Permit Number: 15431 Address : 38-1 DUDLEY STREET FP Permit Type :ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work:TEMPORARY POLE --------- LEGAL DESCRIPTION ---------- Constr. Type :WOOD FRAME Block: Lot : Twp: 0 Proposed Use:SINGLE FAMILY Section: 0 Subd: Rng: 0 Dwellings : 0 Subdivision:DONNER Est . Value: 0 . 00 Improv. Cost : 0 . 00 Total Fees : 25 . 00 Amount Paid: 25 . 00 Date Paid: 10/21/1997 Work Desc :CS3/0 150AMPS 1PH 3W 208V ALUN- TEMPORARY POLE -------- OWNER INFORMATION --------- -------- APPLICATION FEES ---------- Name : BEACHES HABITAT PERMIT 25 . 00 Addr: 38 DUDLEY STREET ATLANTIC BEACH, FLORIDA 32233 Phone: (904) 448-0027 ------ CONTRACTOR INFORMATION ------ Name: A PLUS ELECTRICAL Addr: 6334-1 PHILLIPS HIGHWAY JACKSONVILLE, FL 32216 Lic : Exp: Type: HP Officelet Fax Log Report PeisonW Printer/Fax/Copier Oct-22-97 12:20 PM Idealification RcsWt fU= I= VWS I= DumUgs lba&M.US 96327372 OK 01 Sent Oct-22 12:20P 00-00:26 002586030022 7AQ CITY OF ATLANTIC BEACHe FLORIDA IT by APPLICATION FOR ILICTRICAL IPARM TO THE CHIEF ELECTRICAL INSPECTOR,: DAIL-, iq-!22 f IMPORTANT NOTICM IN CONSIDERATION OF PERMIT -LAVIEN 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. A PLUS ELECTRICAL CONSTRUCTION, INC. EhICTRICAL FIRM, io v JQUONEYMA NAME 'A -RFQ_bQX_ OLDG.SIZI J.11261 S4 _99TWEEN; REL APT. COMM.( PWLIC INDM I NEW /0 OLD REW. AMTION TRAILER TEMP. SIGNS $a FT. SERVICES NEW INCRE"a I I REPAIR FEE goamol lag A AMPS)SO ER ( ALUM. IMICH 26 BREASER Zi;�:O Un PH RACEWAY ExIst Silly,SIZE Pft. W. VOLT RACEWAY FEEDERS NO. size INO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES- CONCIALIbi OPEN TOTAL 1 9.40 Mrs. 8WITCHas FLUORESCiNT K V. APPLIANCRIll t,BELL TRANSF. AIR H.P.RATING ".F.-RATING CONDITIONING COMP.MOTOR OTHER MOTO_RS AMPS 61L HEAT: KW-HEAT !Al 10 MOTORS VOLTAGE PH I OVINA NO. I g". , VOLTAGE PH$ TRANSF2RMlRS: Ovemm V, lKVA CITY OF ATLANTIC BEACH, FLORIDA AIT JAPPLICATION rolit ILICTRiCAL PARt TO THE CHIEF ELECTRICAL INSPECTOR,; DATL-,. IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT -31VEN 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 IWACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. A"PLUS ELECTRICAt. , CONSTRUCTION, INC. IELFCTRICAL IFIRMi TER ILECTRIdAWSIGNATURK' '�S A NAME AWREft BLDG.SIZE 0 a —BETWEEN; '61641) �4 oe� RK&"41 APTA comm.( I NBLIC( I INDUIL 11 NEW OLD( I REW. ADDITION( I TRAILER f TRW. SIGNS 11 SQ FT. URVIC11 NEWI>t INCRIIAN I I REPAIR 11 1 FEE gommig AMPS J-S'0 COPPER I ALUM. IMI0268REASER 1.50 &M ri I S-YOL RACEWAY W T EXIST.Slay.SIZE PH ti VOLd RACEWAY FEEDERS NO. We NO. sIZE NO, SIZE LIGHTING OUTLffT5 CONCEALEDI OPEN TOTAL RECEPTACLES CONCIALIDI OPEN TOTAL SWITCHC* AM". 1INCiVIDENENT FLUORESCiNT&K V. roxito 4*t.Ito fim OVER APPLIANCKIll 9 - . I ti BELL TRANSF. AIR ".P.RATING ".P.-RATING CONOITIONIN"o COMP#MOTOR OTHER MOTORS AM-Pf! EIL HEAT: KW-H-EAT MOTORS VOLTAG ova v I PHII No. I VOLTAGE PH$ WSCIMAHROU's V OLOTAGEPHS -TRANSFO-RMJRS: UNDER ow V, ovile ow V. NO. I(VA N 0. KVA PSR-,M44 -54 19 D9PARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- 'PERMIT INPORMATIO14 LOCATION INFORMATION, Permi�t Number,, 15419 Address : 38 DUDLEY STREET. C UACH, P Permit TypetPLUMBING ATLANTI , LOR JbA 32231 ---------- C,Iass of Work*.NEW -------- LEGAL DESCRIPTION Constr.- Type:WOOD FRAME Block: 2 Twp* 0 Proposied 'Use.SINGLEOAMILY Section: : 0 , Subd: Rnq: Dwellings 0 Subdivision:DONNERS, REPLAT Est . Value, 0 .00 Improv., Cost . 0 ,00 To,tal Ireik 46. 50 Amount 46 . 5o Work IN IN NEWHOME X6�,Al 7 4 APPLICATION FEES - ---------- TION A", 'IT 46.50 Name, CH, PL 3 L Ta low ho C A 011,1TITIOR RMAT1q,, Name, B Fx; POWI4 41"A Addr�__13,w -SLVIE JACKSONQ,,'%Qt, PL 32224 1`CF,1qP12 5 9' Li c Expi. T1 NOTES: 7nON NOTICE-INSPECTIONS: MUST BE,REQUESTED AT LEAST 2, 4 HOURS PRIOR TO INSPEC BUILDING MATERIAL;RUBBISH AND DEBR`IS FROM THIS WORK.MUST,N'OT,SE PLACED IN PUBLICSPACE,A, D MUST E CLEARED UP AND HAULEQ.AWAY BY EITHeR'CONTRACTOR,OR OWNER "FAILURE TO:COMPLYWITH THE MEKHANICS.9 1 LIEN LAW ,CAN 'RESULT IN 'ING TWIC I I G,_IMPR VENIENTS." THE PROPERTY OWNERPAY, E,F' QA SU L 6 "N 0. 0� ISSUED ACCORDING TGAPPROVED_PLANS WHICH ARE PART OF.THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF,APPLICABLE PROWSIONS OF LAW. 4-046 1 lamp N $46, awl So/if al Receipt: 31495, ATLANT BE H BUILDING DEPARTMENT V, 77�� A, !io �A CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT .JOB LOCATION : 39 OU40 LiF�e .5rg�OXr ;OWNER OF PROPERTY : c qA s 14 48, T-4 r PLUMBING CONTRACTOR 8d-6 10L L"ha 6 CONTRACTOR' S' ADDRESS : 131 1 (3 F-4 c a L oo STATE LICENSE NUMBER: Fcox 2.-5 f 3 TELEPHONE 12 3- 3 sps HOW MANY OF THE FOLLOWING FIXTURES INSTALLED _SI'NKS SHOWERS I LAVATORY ' WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES : x $3 . 50 $15 . 00 so %MtNIMUM PERMIT FEE $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRIKCTOR: ----------------------------------------------------------------- INSTALLATION OF -PLUMBING, AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS -FOR INSPECTION PRIOR TO COVERING UP -. ( 904) 247-5834 DEPARYP T OF BUILDING LANTICBEACH. CjTYbpr1 lwltm "I JwT_ ON .1v, INFORMATION IoOCATI 010 N FORMAT I PERM 3 8� j#;5Y STREET In Aw 4TLANTI1Z BEACH, P4091DI Per AL14,09SCRXPT ON Class of t4ork:NEW jai k 4'_'1o,nst.r� Type;WOOD FRAME t o ubd S Pr6posed -Use- G SIN LE FAMI LY I I r11 '�Io Subdi,Vi tRS RXPLAT Dweljinqs�*- 0 s I idn E t Value: s Impro Cosf : 49, 167 .00 , v otal Fees.,,. T 2*�413T.1 A )�nfi,P a m( 21,43-1.10" Date',, A HOM #S# 0 Desr E,,PER PLANS W rk W, "m 'T, ---------- ------- - APPLICATION FEES" ATION T pf 290.00 r E �VATRR 'IMPACT, ACH, FL 3224�9,�� , o okf 11 T PRE 14� Phonow", 0, 30 C� 0 ------ ,RADON, A R TIO* '325 .00 JOH r 5AX, INC. CAPITAL IMPROVE D 091 A. - L, . ' " , I - ' SERE TAP_'__ "A A 6'.oo� FLORIDA , 32�25 ckois, C6NNECTTbI C 'R IMPAC FF L&..*,-jc(;Coo199, 1 w, xp 8 T Nop CHARCJE� T CONST,SUR ZZ5k 60, -NOTES: j j IT + NL PECTIO, INSPECTION$ MU ;.JW�REOUESTED AT,LOST, NOTICE U'C'. k 4K`10 ftv BI 0 �UST BE suiLDING NO DEBRIS FROM THIS WORK,�MVST,N T,SE P 3LIC SpACEj-AN'b I MATERI B SHA UkED AWAY BYL Sl T H E RCONTRACTOR CLEAAW,yp A,11) _D OWN OR OWNER 'A 66F DMPLY WjTrH'LTHE, MIRCHANICLLS9 U AJ OWN ff"Ift.W I N G:TWI C Fo L"SUIL L11 plo Ar if: ATION Fdpt 'E OfkG APPROVED PLANS WHICH ARE PART O� IT AND Sjii� tPLIC#LE PROVISIONS OF LAW. THIS'PERNI Af Fees "M 21, 4-ceiptl 14grW b4t,iwa A 3?64 r .G V, I D ATLANTIC BEACH B 4 By, 140 lip" PRICE QUOTE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME 54 67� MAILING ADDRESS PHONE NUM13ER DATE SERVICE REQUESTED SERVICE LOCATION A/ DATE SET TO PUBLIC WORKS- F 7 DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: * A —j SEWER: AJOT joll //J b/e OTHER: R 17 t�,e' 11 4, A L,-. PRICE QUOTE PREPARED BY: Signaturdr- Title p-VI DATE NOTIFIED OWNER CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date 6� e4— 1� Heated Square Footage @ per SC Lj � Garage/Shed $ per sq S Carport/Porch 8 per sc-r -f'C_ = S Deck @ $ -per sa t = Patio C) er Sa ft = 8 TOTAL VALUATION : S / J- 0 o Total Valuation ist $ /0,00 . u e- , I & �- — a 06 – S Remaining Value $ (.*)�ber thousand of"portion thereo-f TOTAL BUILDING FEE 1)0 + 1/ 2 Filing Fee $ 0 0 ( ) Fireplaces @ $15 . 00 $ F vi 07- BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT 0 C-) SEWER TAP 0 RADON (HRS ) . 00,50 8 SECTION H PAVING $ HYDRAULIC SHARES Is CROSS CONNECTION $ V�(I ) SURCHARGE . 0050 8 , 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 : NOTICE OF COMMENG19MENT 0S pq 794 Book 87 PERMIT NO. TAX FOLIO NO.— STATE OF FLO COUNT" OF The undersigned hereby give Notice that Improvements will be made to certain real property, and In accordance with Section 713-13, Florida SUdutes, the following Information Is provided In this Notice of Comm*nooment. This Notice shall be void and of no force and effect It construction In not commenced within ninety C90) days after recordation. 1. Description of the property: see legal description attached hereby as Exhibit -A.- 2. General description of the Improvements 21� 3. The ownert Addreass 14C-> ,4WX Phone * Tf&q) z-// -"'? z Z-' FA" Owner's Interest In the alto of the Improvement% [foo simple] 4. Fee simple title holder Cif other than ownor)s. Address: Contractors 5. Addressxh0'/-'0WAFX1 ,^/r CZ-7 jYf'4-0 FAX# a. Suretys Addreass PHONE 0 FAX # Amount of Bondi 8708 A Copy of the payment bond Cif any) Is attached hereto as Exhibit *1111. 794 7. Lander 2054 ocil 9719 Addrosat- iled & Recorded PHONE FAX# 08/27/97 10%55:43 A.M. 8. Name and address of person within the State of Florida designated by the iENRY W. COOV owner as person upon whom notices or other documents may be served :LERK CIRCUIT COURT Sao ded by F1 rida Statutp ,Section 713.13C1)Cs)C7)1 DUVAL COUNTY, FL "%-EC. $ C-00 Addreass Phone FAX# 4710-to 0 9. 'rho owner has designated the following person, In addition to himself, to receive a copy of the lionor's n a provided In section 713.13CI)Cb) of the Florida Statutes:— Address: PHONK # i o. Expiration date of Notice of Commencement: (the expiration date Is one Ci) year from the date of recording unless in different date is spoolfied)t The recording of this Notice of Commencement does not constitute a lion, cloud or encumbrance on the described real property, but gives constructive notice that claims of lion may be file n r Chapter 713 of the Florida swul a. Bys Name: =Wy- Title:_6 /ov this doly of Tl�e)��gol Instrument was ackpowledmo befQrs MO -X-7. by who Is/mi orsonally knowri-Ab me Am-"* has/have produced r I take an 9A�h. -Fa�ji�tlf*stlon and who dld�/dl V instrument Prepared bys Notary Public (SEALI "'T", PatWa Amonft my Commission IlExpirsoll . My ComMSSION#GUMI EXPIRE* August 27.2000 "UPA4CE,INC R U94 BONDED THKJ TFIOY FAIN 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 0 SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) WATER CLOSET WATER CLOSET. TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT. SCULLERY SINK (4) 11DISHWASHER (2) WASH SINK EACH SET OF FAUCETS (2) —J--KITCHEN SINK (2) DENTAL LAVATORY (1) KITCM SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) URINAL STALL, WASHOUT (4) --,BIDET (D FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL. SYPHON JET DRINKING FOUNTAIN (112) ,BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) --LSURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH $ 0 JOB INFORMATION Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: SINGLE FAMILY BUILDER: BEACHES HABITAT AND ADDRESS: LOT 12/3 ROBERT STRE PERMITTING ICLIMATE ATLANTIC BEACH, FL. OFFICE: CITY OF ATLA ZONE: 11_1 21_1 31_�, OWNER: BEACHES HABITAT PERMIT NO. 1,T9A72-- IJURISDICTION NO. ;$110�) CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq. ft. ) 5 . 1211. 00 6. Predominant eave overhang (ft. ) 6. 1 . 50 7. Porch overhang length (ft. ) 7 . 7 . 00 8 . Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osqft b. Tint, film or solar screen 8b. O. Osqft 1560. 00sqft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 149 . 00 ft 1.0.Net Wall type area and insulation: a. Exterior: 2 . Wood frame ( Insulation R-value) 10a-2 R=11 . 00, 995 . 00sqft_ 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=30. 00 , 1211. 00sqft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6. 00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10 . 50 14.Heating System: 14. Type: Heat Pump HSPF: 7 . 30 15 .Hot water system: 15 . Type: Electric EF: 0 . 92 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17. Infiltration practice: 1, 2 or 3 17. 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19 . 98 . 15 a. Total As-Built points 19a. 28201. 70 b. Total Base points 19b. 28733 . 55 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553. 908 F. S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT:'�aw k)dQz BUILDING OFFICIAL: DATE:- 9= *z Q? DATE: 0 �- r-- /' /9 INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0. 5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ------------------------------------------------------------------------------- PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------------- Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606. 1 Equipped with outside combustion air, doors and flue dampers. ------------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers. Combustion devices see 606 . 1.A. 2 . ------------------------------------------------------------------------------- Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all I residences. ) ** ------------------------------------------------------------------------------- Water Heaters 612. 1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. ------------------------------------------------------------------------------- Shower Heads 612. 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1.ABC. 2 & 610. 1.ABC. 3 . Duct in attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604. 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602. 1 CBS R-3 both sides. Common ceiling & floors R-11. ------------------------------------------------------------------------------- SUMMER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM X SOF POINTS ----------------------- -------------------------------------------------- N 45 .00 65 . 8 2961 . 0 DBL CLR N 15. 0 38. 3 .87 499. 8 DBL CLR N 15 . 0 38 . 3 . 87 499.8 DBL CLR N 15 .0 38 . 3 . 87 499 .8 E 60. 00 65 . 8 3948 . 0 DBL CLR E 30 . 0 79 . 7 . 86 2056.3 DBL CLR E 30. 0 79 . 7 .46 1094.5 s 15.00 65 . 8 987 . 0 DBL CLR S 6 . 0 66 .2 . 45 178. 7 DBL CLR S 9 . 0 66 .2 . 63 374.8 W 30 . 00 65 . 8 1974. 0 DBL CLR W 15 .0 79. 7 . 86 1028. 1 DBL CLR W 15. 0 79 . 7 . 86 1028. 1 ----------------------------- -------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 1,211. 00 150 . 00 1 . 211 9, 870 . 00 11, 952.57 7,259. 98 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------ -------------------------------------------------- WALLS---------------- Ext 995 . 0 . 9 895. 5 Ext Wood Frame 11. 0 995 .0 1. 70 1691.5 DOORS---------------- Ext 39 .0 6 . 1 237 . 9 Ext Wood 39 .0 6 . 10 237. 9 CEILINGS------------- UA 1211 .0 . 6 726 . 6 Under Attic 30. 0 1211. 0 . 60 726. 6 FLOORS--------------- Slb 149. 0 -37. 0 -5513 . 0 Slab-on-Grade . 0 149 . 0 -41. 20 -6138 .8 INFILTRATION--------- 1211 . 0 8 .0 9688 . 0 Practice #2 1211. 0 8 . 00 9688. 0 TOTAL SUMMER POINTS 17, 987 . 57 13, 465. 18 TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 17, 987 . 57 . 37 6 , 655 . 40 13, 465 . 18 1 . 00 1. 100 . 320 1.000 4, 739. 74 WINTER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ----------------------- -------------------------------------------------- N 45.00 -10 . 6 -477 . 0 DBL CLR N 15 . 0 7. 3 1 . 19 130 .3 DBL CLR N 15. 0 7 . 3 1. 19 130.3 DBL CLR N 15 . 0 7 . 3 1. 19 130.3 E 60. 00 -10. 6 -636 . 0 DBL CLR E 30 . 0 -9. 2 . 62 -171. 1 DBL CLR E 30 . 0 -9.2 -. 65 178. 5 S 15. 00 -10 . 6 -159 . 0 DBL CLR S 6 .0 -28 . 4 . 27 -46.0 DBL CLR S 9 .0 -28 . 4 . 71 -181.5 W 30.00 -10. 6 -318 . 0 DBL CLR W 15 . 0 -9. 2 . 62 -85. 6 DBL CLR W 15. 0 -9 .2 . 62 -85. 6 ----------------------------- ------------------------------------------------- 15-0 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS -------------------------------------------------------------- ------------- . 15 1,211. 00 150 . 00 1 . 211 -1, 590 . 00 -1, 925 .49 -.32 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------ -------------------------------------------------- WALLS---------------- Ext 995 . 0 2. 2 2189. 0 Ext Wood Frame 11 . 0 995.0 3. 70 3681.5 DOORS---------------- Ext 39 .0 12 . 3 479 . 7 Ext Wood 39 . 0 12. 30 479. 7 CEILINGS------------- UA 1211.0 1. 2 1453 . 2 Under Attic 30. 0 1211 . 0 1.20 1453. 2 FLOORS--------------- Slb 149. 0 8. 9 1326 . 1 Slab-on-Grade . 0 149 . 0 18 . 80 2801.2 INFILTRATION--------- 1211. 0 7 . 4 8961 . 4 Practice #2 1211. 0 7. 40 8961.4 TOTAL WINTER POINTS 12, 483 . 91 17, 376 . 68 TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 12,483. 91 . 55 6, 866 . 15 17, 376 . 68 1. 00 1. 100 . 466 1.000 8, 907. 28 WATER HEATING BASE AS-BUILT NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ---------------------- -------------------------------------------------- 4 3803. 0 15,212. 00 50 . 92 1. 000 3638. 7 1.00 14,554. 67 SUMMARY BASE AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS --------------------------------------- ---------------------------------------- 6655 . 4 6866. 2 15212 . 0 28, 733. 55 4739 . 7 8907 . 3 14554. 7 28, 201. 70 EPI 98 . 15 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 1 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11. 0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0. 0 ix--------------------I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17.0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 5 I -X------------------- 1 9 . 7 EER 16 .0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12.0 Electric COP/HSPF. . . . . . . . 7. 3 I -X-------------------1 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0. 00 1 -------------7-------I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0. 96 Electric EF. . . . . . . . . . . . . . 0 . 92 1 ----------X----------1 0. 54 0. 90 GasEF. . . . . . . . . . . . . . 0. 00 1 ---------------------1 0 . 40 0. 80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed, in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 98 . 1 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30. 0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11 . 0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0. 0 Ix--------------------I AIR CONDITIONER. . . . . . . . . . . . . 10 .0 SEER 17.0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 5 I -X------------------- 1 9 . 7 EER 16 .0 HEATING SYSTEM. . . . . . . . . . . . . . 6. 8 HSPF 12.0 Electric COP/HSPF. . . . . . . . 7. 3 I -X------------------- 1 0 . 78 AFUE 0. 90 Gas AFUE. . . . . . . . . . . . 0 . 00 1 -------------7------- I WATER HEATER. . . . . . . . . . . . . . . . 0. 88 0. 96 Electric EF. . . . . . . . . . . . . . 0. 92 1 ----------X----------1 0.54 0 . 90 Gas EF. . . . . . . . . . . . . . 0. 00 1 ---------------------1 0 . 40 0. 80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed ,in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 BLOCK STREET I�Z LOT HVAC LOAD ANALYSIS for BEACHES HABITAT --------------------- Carrier Five Star RHVA( ResidentiaJ and Light commercial NVAC Loads : Prepared By: BRENT REEDY Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8261 RECEIVED 05-21-97 AUG 2 1 1997 City of AtlantiC BL1!IdI11f-df0- Zoning .:"RNVAC-Resideiitiaf:&��Light::Clofnirmmial::MVAC:' .fam Elfte Sdttwa . DevidQOnmu*1 re: .. ... ... . ... . ... ...... . ......... ...... ... Ot 17 age :::.Ne un Seach FL��14 . .... . ....... ... . .... 7butBuildin :�§U::M':M: a .... ... Y . . ...... Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 150 4,893 0 6,011 6,011 1 OD Door Wood Solid Core 39 807 0 441 441 12C Wall R-1 1 + 1/2" Gypsum(R-0.5) 995 4,030 0 2,203 2203 16G Ceiling R-30 Insulation 1,211 1,797 0 1,797 1:797 22A Slab on Grade No Edge Insulation 149 5,431 0 0 0 Subtotals for structure: 2,544 16,958 0 10,452 10,452 Active People: 8 0 1,840 2,400 4,240 inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 1,248 0 1,555 1,555 Infiltration: Winter CFM: 161.5, Summer CFM: 64.6 189 7,992 2,252 1,491 3,743 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 i Sensible Gain Total: 17,098 Temperature Swing Multiplier: X1.00 Building Load Totals: 26,198 4,092 17,098 21,190 UMV. .:Check�Fjg ...... I Total Building Supply CFM: 777 CFM per square foot: 0.642 Square feet of room area: 1,211 Square feet per ton: 654.441 .. ..... ... Pultding Loads Total heating required with outside air: 26,198 Btuh 26.198 MBH Total sensible gain: 17,098 Btuh 81 % Total latent gain: 4,092 Btuh 19 % Total cooling required with outside air: 21,190 Btuh 1.766 Tons (based on sensible + latent) 1.850 Tons (based on 77% sensible capacity) ::Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Wednesday,May 21,1997 'AOtoadtp leff Anc OffmerciaCHV ram A EET::��: ......... .... 46cM.OJMRTSTR .................. P ,-eptuneBeacbIFL:�.322M age:...- S M#i:Sm'm Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain a n 3C Window Double Pane Clear Glass Metal Frame 150 4,893 0 6,011 6,011 1 OD Door Wood Solid Core 39 807 0 441 441 12C Wall R-1 1 + 1/2" Gypsum(R-0.5) 995 4,030 0 2,203 2203 16G Ceiling R-30 Insulation 1,211 1,797 0 1,797 1:797 22A Slab on Grade No Edge Insulation 149 5,431 0 0 0 Subtotals for structure: 2,544 16,958 0 10,452 10,452 Active People: 8 0 1,840 2,400 4,240 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 0 1,248 0 1,555 1,555 Infiltration: Winter CFM: 161.5, Summer CFM: 64.6 189 7,992 2,252 1,491 3,743 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 U Sensible Gain Total: 17,098 Temperature Swing Multiplier: X1.00 !I System Load Totals: 26,198 4,092 17,098 21,190 . . ......... ... �:Checlk Fi .. ..... Supply CFM: 777 CFM per square foot: 0.642 Square feet of room area: 1,211 Square feet per ton: 654.441 .......... 4 rn toadis ste ...... Total heating required with outside air: 26,198 Btuh 26.198 MBH Total sensible gain: 17,098 Btuh 81 % Total latent gain: 4,092 Btuh 19 % Total cooling required with outside air: 21,190 Btuh 1.766 Tons (based on sensible + latent) 1.850 Tons (based on 77% sensible capacity) . .... .... ... Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Wednesday,May 21,1997 :SLOCK.&ROSERTSTREET 1 .ge4 :::ROOM ;:1 um-qmr.yV:Rie ofts .............. p ........... 00 M d. "LO UMM:M,�: S .... .. Htg Htg Run Clg Clg Cig Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adj Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM _CFM --Zone 1— I Living 168 5,905 77 0-0 4,363 996 198 1.00 198 198 2 Bed Room 4 140 2,057 27 0-0 1,233 409 56 1.00 56 56 3 Bed Room 3 168 2,244 29 0-0 1,317 409 60 1.00 60 60 4 Bed Room 2 168 3,257 42 0-0 2,278 409 104 1.25 129 104 5 Bed Roomk 1/ 322 4,740 62 0-0 3,266 710 148 1.25 186 148 Baths 6 Kitchen/ 245 7,995 104 0-0 4,641 1,159 211 1.00 211 211 Dining System 1 Totals 1211 26,198 340 17,098 4,092 777 840 fit Main Trunk Size: 12x12 in. Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.766 81%/19% 17,098 4,092 21,190 Recommended: 1.850 77%/23% 17,098 5,107 22,205 if S ii :Data::. Heating System Cooling System Wednesday.Mav 21. 1997 CITY OF RECf/Vfo,w. AW3. 2 1 1997 SM SIMINOLE ROAD RTY DESCRIPTION ATLANTIC REACH,FWRMA 32233-34415 CitY of Atlantic Beactira"Ro'""" FAX("41)241-SM Lot # Blluqild n and Zoning —19, Block # 2 , Secti i Subdivision ft Street Name DESCRIPTION OF WORK or Address :_ If in a FLOOD HAZARD Flood Zone:A�area complete page 3 . Brief Descriptio n--/ Class of Work: q!Ne1w)J- -- Remodel/Addition: ZONING INFORMATION Type of Construction: Zoning Proposed District :_ Use: Estimated Value $ Exceptions or Vyqrlances Materials: Gran ed: t �A Flo 1 oli or ille 6ii�b G� Ground:_Roof : OWNER INFORMATION Method of Heating: Property Owner P h o n e Mailing Address zip: CONTRACTOR INFORMATION C o n t r a c t o r P h o n e Mailing Address: zip: Expiration License Number : e�je -eC>=,n1P —Date:_J-- I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNCW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES' GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT . THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES . REGULATIONS , ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING C7 CONSTRUCTION OR THE PERFORMANCE OF cbNSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature Date Contractor Signatur 3� Date August 27,2000 BONDED THRU TROY FAIN INSURANCE,INC. 45 ell oly I Memorandum CITY OF ATLANTIC BEACH To: Don Ford, Building Inspector CC: Robert S. Kosoy, P.E.,Public Works Director Jim Jarboe, City Manager Maureen King, City Clerk Harry McNally, CollectionfDistribution Division Director Phil Nodine, Streets/Maintenance Division Director Ann Meuse, Finance Director George Worley, Community Development Director Dave Clark, Beaches Habitat Richard Welch,P.E., Connelly& Wicker, Inc. From: James G. Jacques, Assistant to the Public Works Director Date: October 9, 1997 Subject: Sewer Service to Vacant Lot on Dudley Street Beaches Habitat Residential Home We have completed our review of the enclosed plans and design notes from Connelly&Wicker, Inc., for the Beaches Habitat Residential Home on Dudley Street. The only major comment we have is to coat the interior of the existing receiving manhole with a coating equal to Sauereisen No. 2 10, instead of Farbertite. Farbertite is adequate for the exterior, but not for high hydrogen sulfide atmospheres. The proposed pump station, and small force main is acceptable. This force main within the City Right-of-Way should remain the maintenance responsibility of the home owner, not the City of Atlantic Beach. This is a similar situation with many other house force mains throughout the City. We have sent a memo to George Worley, asking him to explore the possibility of finding CBDG funds to construct a gravity sewer along Dudley Street. You might want to contact Mr. Dave Clark of the Beaches Habitat to discuss the possibility of delaying the house construction until we are able to install a new gravity sewer. However, there is no guarantee of funding within the near future. We are keeping two sets of plans and one set of design notes for our records, and returning the other plans with our redline comments. Please call with any comments or questions. CONNELLY & WICKER INC. LETTER OF TRANSMITTAL Consulting Engineers 664� 0'4: DATE: Sept.25, 19977 PROJECT NO. 9713-00 P.O.Box 51343 ATTENTION: Mr. Don Ford Jacksonville, Beach, FL 32240-1343 (904)249-7995 RECEIVED SUBJECT: Residential Utility Services SO 2 6 1997 TO: City of Atlantic Be(4by of Atlantic Beach Building Inspector Building and Zoning Atlantic Beach,FL 32233 WE ARE SENDING YOU X Attached via Courier Under separate cover via the following items: —Shop Drawings X Prints —Addendum Reproducible Drawings —Copy of Correspondence —Change Order —Specifications COPIES DATE DWG. NO. DESCRIPTION 5 9/25/97 Site Utility Plan 9/25/97 Single Service Wastewater Pump Calculations THESE ARE TRANSMITTED as checked below: X For Review and Approval No Exceptions Taken —Revise and Resubmit For Your Information Make Corrections Noted —Rejected As Requested Submit Specified Item —Return Corrected Copies For Review and Comments For Bids Due 19 REMARKS: If you have any questions or comments, please do not hesitate to call. CC: SIGNED: D [E t1l V IE al E.. ck i4r, E.I. I E. OCT 0 2 1997 By WASTE WATER PUMPING STATION ANALYSIS FOR RECEIVED Beaches Habitat Residential Home SEP 2 6 1997 Atlantic Beach, Florida City of Atlantic Beach prepared for: Building and Zoning Beaches Habitat September 25, 1997 prepared by: r T T �4A- CONNELLY & WICKER INC. 1711 South 5th Street Jacksonville Beach, Florida 32250 Richard C. Welch, P.E. Florida P.E. Nt)rnber�P279 Connelly & Wicker Inc. Comp. By: NEB L Job No.: B.H. Date: 25-Sep-A7 CHECKED BY: Beaches Habitat Atlantic Beach, Florida Single Service - Wastewater Pumping Station Head Calculations:- 1. Pump Sizing: Units/Lots Served: 1 Units Estimated Sewage Flow: 350 GPD/Unit Average Estimated Flow: 350 GPD Peak Factor: 350 % Peak Flow Rate: 1225 GPD 0.85 gpm 2. Force main Sizin-g: Diameter of Force main: 2 in V= 0.087 ft/sec Length of Force main: 295 ft (Peak Flow Velocity in FM 3. Wet Well Sizing: Wet Well Type: Fiberglass Diameter of wet well: 1.5 ft Storage Capacity per foot: 1.77 cu ft 13.22 gal Approximate Pump Capacity: 34.50 gprn 3.52 ft/sec Total Dynamic Head: 14.00 ft Required Storage Volume: 17.25 gal or 1.30 ft (2 min. Cycle Time): (1.0 ft minimum) 4. Pumping Station Data: Pump Reference Datum: -4.35 ft Number of Pumps: 1 ( submersible non-clog Force Main Discharge Elevation: -3.0 ft High Point Elevation: -1.2 ft Top Elevation: 0.00 ft Invert Elevation: -5.50 ft High Water Alarm: -3.20 ft Lag Pump On: N/A ft Total Depth: 5.5 ft Lead Pump On: -3.70 ft Top of Grout: N/A ft Pump(s) Off: -5.00 ft Low Level Alarm: N/A ft Well Bottom: -5.50 ft Connelly & Wicker Inc. Comp. By: NEB Job No.: B.H. Date: 25-Sep-97 CHECKED BY: Beaches Habitat Atlantic Beach, Florida Single Service -Wastewater Purnping Station Head Calculations: 5. Calculated Head, Feet R-S1 Static Suction Head: n/a 0.00 Static Discharge Head: 3.18 1.38 measured from midpoint of pump drawdown to point of discharge 6, Piping System Data: Station Fittings: Fitting: Qty "K" Total"K" 90 Deg Bend(s) 1 1.00 1.00 45 Deg Bend(s) 0 0.25 0.00 Gate Valve(s) 0 0.20 0.00 Check Valve(s) 1 2.30 2.30 Plug Valve(s) 1 0.30 0.30 Tee(s) 0 1.50 0.00 Reducer(s) 0 0.25 0.00 Influent Losses - 0.50 0.50 Sub-Total: 4.10 Flow(qpm) I.C., Diameter "K" Velocity(fUs) Headloss 20 140 1.5 4.10 3.63 0.84 30 140 1.5 4.10 5.45 1.89 40 140 1.5 4.10 7.26 3.36 50 140 1.5 4.10 9.08 5.25 System Fittings(force main): Fitting: Oty Total"K' 90 Deg Bend(s) 4 1.00 4.00 45 Deg Bend(s) 0 0.25 0.00 Gate Valve(s) 0 0.20 0.00 Check Valve(s) 0 2.30 0.00 Tee(s) 0 1.50 0.00 Reducer(s) 0 0.25 0.00 Discharge Losses - 1.00 1.00 Sub-Total: 5.00 Flow(gpm) I.C., Diameter 'X" Veloc!u(fus) Headloss =U 140 2 5 2.04 0.32 30 140 2 5 3.06 0.73 40 140 2 5 4.08 1.30 50 140 2 5 5.11 2.02 Friction Loss (force main): Flow Wpm) "C" Diameter Length Velocity(ft/s) Headloss =0 140 2 295 2.04 2.88 30 140 2 295 3.06 6.10 40 140 2 295 4.08 10.39 50 140 2 295 5.11 15.70 Connelly & Wicker Inc. Comp. By: NEB Job No.: B.H. Date: 25-Se - CHECKED BY: Beaches Habitat Atlantic Beach, Florida Sinale Service - Wastewater Pumping Station Head Calculations: 7. Total Dynamic Head: Flow Total Headloss (gpm) R (psi) 20 7.2 3.13 30 11.9 5.15 40 18.2 7.89 50 26.1 11.32 50 40 System Head Curve 30 '0 CU 20 10 0 10 20 30 40 50 60 Flow(gpm) Connelly & Wicker Inc. Comp. By: NEB -i-ob-No. B.H. Date: 25- e -9y e 25M CHECKED BI:Y:::� Beaches Habitat Atlantic Beach, Florida Single Service - Wastewater Pumping Station Head Calculations: 10. FLOTATION CALCULATIONS: Concrete Unit Weight: 150 Lbs/cu ft Soil Unit Weight: 110 Lbs/cu ft Water Unit Weight: 62.4 Lbs/cu ft Ground Water Elev.: -3.0 ft Wet Well Diameter: 1.5 ft Base Slab Diameter: 3.5 ft Base Slab Thickness: 0.3 ft Base Slab Top Elevation: -1.5 ft Wet Well Wall Thickness: 0.1 in Top Elevation: 0.0 ft Bottom Elevation: -5.5 ft Uplift Forces: Buoyancy Force 276 Lbs Weight Against Uplift: Base Slalq-Wei ht 157 Lbs Wet Well Weight 33 Lbs $oil Weight o"Li 1289 Lbs Downward forces > Uplift forces Therefore Wet Well will not FLOAT Safety Factor : 5.4 CAPACITY LITERS PER IMINUTE 0 40 90 120 160 -2 C,0 2 A 0 2eO 320 360 co 30 9 e 25 Li 7 1 11 All Ln I y I 20 Lu C3 Lli 5 < 15 tij 10 < 2 0 0 0 10 20 30 4-0 50 60 70 E30 90 100 %,tmvw i PEN 11 J"tD4 CAPACITY GALLONS PER MINUTE -�-*5&CY-le A 0 , -rr-*j TYPICAL INSTALLATION EFFLUENT PUMPING PACKAGE WITH REMOTE MOUNTED CONTROL PANEL (MODEL STEP-i-FS la X 48 418) PUMP MODELS: M kE3 ME40 JUNCTION BOX, -iG DIA.- is" BASIN COVER, 33SA-MEI (os M R33D-MEI 010 1 PIO STRUCT. PLASTIC FIBERGLASS P lo-PI02D REMOTE MOUNTED FLOAT POUE. PVC SIMPLEX CONTROL SST FASTENERS PANEL 4 EY CONDUIT SEAL 7 (REO�D. BY OTHERS) 14 is CONDUIT LEVEL a= r AV-1 7SISCHARGE LEVEL 1 1/2" NPT CONDUIT FLOAT POLE rLANGE. CAST IRON ,r-7) /2" BALL VALVE, PVC 1 1/2" NPT DISCHARGE Min TnUE UNION, BLOCKED TYPE FLANGE. CAST IRON 1 1/2" EFFLUENT HOSE, PVC �IGH WATER 4�9 ALARM" LEVEL- S3 LIFT-OUT ROPE. 3/0" POLYETHYLENE 1 1/2" QUICK-DISCONNECT COUPLING PUMP "ON" LEVEL--- 1 1/2" SWING CHECK VALVE, PVC PUMP "OFF" LEVEL---,- EFFLUENT PUMP MODEL P7RM Li i/2"fDIA. EFFLUENT INLET HOLES (8) HOLES EQUALLY SPACED [CS-229-59 02FEWS TECHNICAL SPECIFICATIONS SIMPLEX EFFLUENT PUMP PACKAGE FOR INSTALLATION IN SECONDARY PUMP CHAMBER ModelNumber: STEP-1-FS GENERAL - Furnish and install a simplex effluent pump package consisting of the effluent pump and motor, fiberglass pump container, flex-hose assembly with check valve and shut off valve, quick-release hose connector, nylon lift rope, three (3) level controls, PVC mounting pole, junction box, cover, and control panel. All equipment shall be factory installed except for effluent pump and externally mounted con- trol panel. The pump container assembly shall be installed in a secondary pump chamber as shown in the plans. PUMP CONTAINER - The fiberglass Pump container shall be 18" diameter with a depth of 48". The container shall be molded of fiberglass reinforced polyester resin manufactured by the lay- up and spray technique to assure that the interior surface is smooth an resin rich. The con- tainer shall have inlet holes at the bottom of the side wall to allow effluent to enter the con- tainer. The pump container shall have a minimum wall thickness of 1/4 inch. A riser with construction features identical to the pump container shall be provided to provide access to the pump container. The riser shall be 18" diameter with a depth of 18". COVER -A one-piece cover shall be provided with each pump container/riser assembly. The cover shall be constructed of fiberglass with a minimum thickness of 1/4". Cover shall be grass green in color. The cover shall be bolted to the riser with stainless steel cap screws. Zinc'plated nuts shall be embedded in the upper flange of the fiberglass riser for corrosion resistance and to prevent turning. DISCHARGE HOSE ASSEMBLY - A discharge hose assembly shall be provided for each unit as shown in the plans. The hose assembly shall consist of 1-1/2" flexible hose with a rating of 85 psi at 70' F. A quick-disconnect- consisting of cam and groove fittings with 304 stainless steel cam arms shall be located at the top of the assembly for ease of removal of the hose assembly, check valve and effluent pump. A full flow PVC swing check valve and a PVC true union ball type shut off valve with Teflon@ seats shall be furnished as an integral part of the hose assembly. The hose shall be provided with adapters to connect hose to either 1-1/2" or 2" pump discharge. The hose assembly shall terminate at a 1-1/2" discharge flange mounted on the riser at the height shown in the plans. The discharge flange shall have a 1-1/2" PVC solvent weld socket type hub for attaching external discharge piping. JUNCTION BOX -The junction box shall be constructed of structural plastic for corrosion resistance and of adequate thickness to provide stability and mechanical strength. The junc- tion box shall have a fully gasketed cover that is held in place by four (4) captive stainless steel screws with heads of adequate size so that they may easily be installed and removed without the use of special tools. The heads of the screws shall be totally encapsulated so that no metal parts are exposed. The cover shall be fastened to the main body of the junction box by means of a totally co rrosion-resi stance tether to prevent dropping the cover during service. An adequate number of sealing-type cord grips shall be supplied for incoming pump and leve! control cords. The cord grips shall be made of non-corrosive material, such as PVC or nylon, and shall make an effective seal around the wire jacket. The cord grips shall seal to the junc- tion box with an "0" ring or gasket. The junction box shall have a PVC solvent weld socket type conduit hub of adequate size to accommodate the number of wires required for pump and level control operation. The incom- ing wires shall be sealed by an external EY type seal-off (supplied by others) so tl�at conden- sation from the conduit or groundwater will not enter the enclosure. The interior of the enclo- sure shall be of adequate size to accommodate the wires and connections for pump and level control operation. The wires running between the control panel and the junction box shall be color-coded and fastened to the pump and level controls by means of adequately sized and insulated twist lock or crimp connectors. The junction box shall be designed to NEMA 6 standards for occasional Submergence. LEVEL CONTROLS - Pump on, off and alarm levels shall be controlled by three (3) mercury tube float switches. Switches shall consist of a mercury tube switch sealed in a corrosion- resistant polypropylene housing with a minirnUrn of 18 gauge, 2-wire, SJOW/A jacketed cable. The cable shall be of sufficient length to reach the junction box with no splices. The level controls shall be suspended from a vertical PVC mounting pole so that adjustment or replace- ment may be done without the use of any tools. Level controls shall be ULJCSA listed. K3562 2/95 SRM4 4/10 Horsepower Residential Sewage Pump ADVANTAGES BY DESIGN DURABLE MOTOR WILL DELIVER MANY YEARS OF RELIABLE SERVICE. N Oil-filled motor for maximum heat dissipation and continuous bearing lubrication. a Overload protected shaded pole motor eliminates starting switches, N Recessed vortex impeller provides minimal radial loading for long bearing life. THE SRM4P IS ENGINEERED FOR MANY YEARS OF MAINTENANCE-FREE OPERATION. N Wide-angle piggy-back float swItch for maxi- mum draw down, (Automatic models) N Pump can be operated manually by unplug- ging piggy-back switch and plugging pump directly into outlet(Automatic models). N Recessed vortex impeller operates completely out of volute and provides free flow through V passage for solids and liquids. PRODUCT CAPABILITIES f Capacities To 95 gpm 360 lmp 5.5 rn Heads To 19 ft.shutoff 5.8 m Pump Down Range Float Switch 7 to 14 in. 178 to 356 mm Solids Handling Capacity 2 in. 50.8 mm raw sewage,efflu�Tn_t, Liquids Handling dra in water Intermittent Liquid Temp. up to 140OF I up to 60cC Motor 4/10 H P shaded pole 1550 RPM Electrical I I 5V, 12A or 230V,6A. 10,60 Hz. Acceptable pH Range 5-9 Discharge,NPT 2 in. 50.8 nim Minimum Sump Diameter Simplex 8 in. 457 n-im Duplex L118011-1. 762 mm CorLstruction Materials TIIE SRM4 MINI NON-CLOG PUMP IS THE MOST RELIABLE Motor Housing cast iron,Class 30,ASTM A48 4/10 HORSEPOWER RESIDENTIAL SEWAGE PUMP AVAIL- ABLE TODAY. The SRM4 is c. plumbers/contractors dream ... Volute Case cost iron,Class 30,ASTM A48 it will not clog! Its recesseaJ impeller design allows 2"solids Impeller recessed,thermoplastic to pass freely throuah thevDiule%,,rithout the chance of jamming the impeller. T",.e SRM14 series pump has a Power Cord 20 ft. 16/3 SJ national field-proven rec_-.-_1 ofreliability, Looktoyour Mechanical Seal carbon and ceramic Myers distributor for the to your residential sewage handling needs ... ancic-_�. ss ti�ie counterwill be the Myers mini non-clog, the SRM-',. '� wor'.,:sforyoul Formoreinfor- mation, ccill your Myers di��ributor today, or the Myers Ashand, Ohio sales office 419/289-1144, WHERE INNO VATI ON MEETS TPADITION m,ve- rs No SRM4 4/10 Horsepower Residential Sewage Purnp DIMENSIONS MECHANICAL FLOAT SWITCH mercury-free, 901 angle operation. (Piggyback models only). 'j, N 4/10 HP MOTOR Pressed In place and Oil-fitled for best POWER CORD alignment and heat Quick-disconnect transfer. Built-in watertight fitting. overload protection, MOTOR HOUSING Heavy cost Iron for DUAL THRUST efficient heat tansfer, WASHERS, SLEEVE BEARINGS Oil lubricated, enhance smooth CAST IRON VOLUTE operation and Passes 2"diameter solids, extend pump life. T PERFORMANCE CURVE Cl--T1 L:--45 17� MECHANICAL SHAFT RECESSED IMPELLER J 'c SEAL operates out of volute A o Carbon and ceramic passage, allowing faces, body Is stationary, maximum flow of liquids prevents string or trash and solids. from winding on seal. CAPACITY G-�_LCNS PER MINUTE K3305 4194 F. E. Myers 1101 Myers Parkway Printed in U.S.A. Myem Ashland,Ohio 44805-1969 419/289-1144 FAX:4191289-6658,TLK 98-7443 Mvers* 9.13 ES-2294 16 16 4 7 216 -71 2 FLOAT ( AUTD . ONLY ) Fjl;� 32 Myers Environmental Systems "SRM4" SERIES .NON-CLOG (AUTOMATIC & MANUAL) SE 12-91 ES-2294. : SRM4SEWAGEPUMP SPECIFICATIONS EFFLUENT PUMPS - Pump(s) shall be F. E. Myers SRM4 series sewage pumps selected in accor- dance with the following design criteria: Number of Pumps: Primary Design Flow: Primary Design Head: Minimum Shut-off Head: 19, Motor Horsepower: 4/10 Motor Speed: 1650 RPM Electrical: 115 Volts, 1 PH, 60 Hz or 230 Volts 1 PH, 60 Hz PUMP - The pump shall be designed to handle raw sewage and be capable of passing 2 inch spherical solids. The pump shall be capable of handling liquids with temperatures to 1400 F intermittent. MOTOR - The pump motor shall be of the submersible type rated 4/10 hp at 1650 RPM and shall be for 115 volts or 230 volts single phase, 60 cycles. Single phase motor shall be of the shaded pole type with no relays or starting switches. Stator winding shall be of the open type with Class A insulation rated for 1 05�-' C maximum operating temperature. The winding housing shall be filled with clean dielectric oil to lubricate bearings and seals, and transfer heat from the windings to the outer shell. The motor winding assembly shall be pressed into the stator housing for best alignment and heat transfer. The motor shall be capable of operating over the full range of the performance curve without overload- ing the motor and causing any objectionable noise or vibration. The motor shal'I have two bearings to support the rotor; an upper sleeve bearing to accommodate radial loads and a lower sleeve bearing with thrust pad to take thrust and radial loads. A heat sensor thermostat and overload shall be attached to the top end of the motor windings and shall be wired in series with the windings to stop the motor if the motor winding temperature reaches 2219 F. The overload thermostat shall reset automatically when the motor cools to a safe operating tempera- ture. POWER CORD - The motor power cord shall be 10 or 20 feet SJTW/SJTW-A type. The cord shall have a molded compression grommet to insulate electrical connections. The grommet shall thread into the motor housing to provide a positive seal and to prevent leaking of liquid into the motor housing. The sealing grommet shall provide strain relief for the power cord assembly. OPTIONAL CONTROL SWITCH - The sewage pump shall be controlled by an optional piggy-back float switch. The float switch shall be of the mechanical, non-mercury type and be capable of directly controlling the pump motor without the need for an external control panel. SHAFT SEAL The motor shall be protected by a rotating mechanical shaft seal. The seals shall have carbon and ceramic seal iaces lapped to a tolerance of one light band. Metal parts and springs for seals shall be 300 series stainless steel. PUMP IMPELLER - The pump impeller shall be of the recessed type, The impeller shall be con- structed of engineered thermoplastic. MOTOR CASTINGS - The motor housing castings shall be of high tensile strength Class 30 gray cast iron. Castings shall be treated with phosphate and chromate rinse and painted with a high quality air dry alkyd enamel for corrosion protection. PUMP CASE - The pump case shall be a high efficiency volute design capable of passing 2 inch spherical solids, The pump volute shall be constructed of Class 30 gray cast iron. FASTENERS - All exposed fasteners shall be of 300 series stainless steel. K3587 2/95 WASTEWATER PUMPING STATION ANALYSIS FOR Beaches Habitat Residential Home Atlantic Beach, Florida prepared for: Beache 's Habitat September 25, 1997 prepared by: FrFA- CONNELLY & WICKER INC. 1711 South 5th Street Jacksonville Beach, Florida 32250 Richard C. Welch, P.E. Florida P. b �urn er 4Q279 Connelly & Wicker Inc. Comp. By: NEB Tob No.: B.H. Date: 25-Sep- 7 CHE!C-KED BY: Beaches Habitat Atlantic Beach, Florida Single Service - Wastewater Pumping Station Head Calculations:- 1. Pump Sizim Units/Lots Served: 1 Units Estimated Sewage Flow: 350 GPD/Unit Average Estimated Flow: 350 GPD Peak Factor: 350 0XIo Peak Flow Rate: 1225 GPD 0.85 gpm 2. Force main Sizing: Diameter of Force main: 2 in V= 0.087 ft/sec Length of Force main: 295 ft (Peak Flow Velocity in FM 3. et Well SiziW. Wet Well Type: Fiberglass Diameter of wet well: 1.5 ft Storage Capacity per foot: 1.77 cu ft 13.22 gal Approximate Pump Capacity: 34.50 gpm 3.52 ft/sec Total Dynamic Head: 14.00 ft Required Storage Volume: 17.25 gal or 1.30 ft (2 min. Cycle Time): (1.0 ft minimum) 4. Pumping Station Data: Pump Reference Datum: -4.35 ft Number of Pumps: 1 ( submersible non-clog Force Main Discharge Elevation: -3.0 ft High Point Elevation: -1.2 ft Top Elevation: 0.00 ft Invert Elevation: -5.50 ft High Water Alarm: -3.20 ft Lag Pump On: N/A ft Total Depth: 5.5 ft Lead Pump On: -3.70 ft Top of Grout: N/A ft Pump(s) Off: -5.00 ft Low Level Alarm: N/A ft Well Bottom: -5.50 ft Connelly & Wicker Inc. Comp. By: NEB Job No.: B.H. Date: 25-Sep-97 CHECKED BY: Beaches Habitat Atlantic Beach, Florida Single Service -Wastewater Pumping Station Head Calculations: 5. Calculated Head: Feet PSI Static Suction Head: n/a 0.00 Static Discharge Head: 3.18 1.38 measured from midpoint of pump drawdown to point of discharge 6. Piping System Data: Station Fittings: Fitting: MY "K" Total"K" 90 Deg Bend(s) 1 1.00 1.00 45 Deg Bend(s) 0 0.25 0.00 Gate Valve(s) 0 0.20 0.00 Check Valve(s) 1 2.30 2.30 Plug Valve(s) 1 0.30 0.30 Tee(s) 0 1.50 0.00 Reducer(s) 0 0.25 0.00 Influent Losses - 0.50 0.50 Sub-Total.- 4.10 Flow(gpm) .1c" Diameter "K" Velocity(ft/s) Headloss 20 140 1.5 4.10 3.63 0.84 30 140 1.5 4.10 5.45 1.89 40 140 1.5 4.10 7.26 3.36 50 140 1.5 4.10 9.08 5.25 System Fittings(force main): Fitting: Oty "K" Total"K" 90 Deg Bend(s) 4 1.00 4.00 45 Deg Bend(s) 0 0.25 0.00 Gate Valve(s) 0 0.20 0.00 Check Valve(s) 0 2.30 0.00 Tee(s) 0 1.50 0.00 Reducer(s) 0 0.25 0.00 Discharge Losses - 1.00 1.00 Sub-Total, 5.00 Flow�ppm) "C" Diameter "K" Velociums) Headloss =U 140 2-------9- 2.04 0.37-- 30 140 2 5 3.06 0.73 40 140 2 5 4.08 1.30 50 140 2 5 5.11 2.02 Friction Loss (force main): Flow�Opm) "C" Diameter Length Velocity(fUs) Headloss "20 140 2 295 2.04 2.88 30 140 2 295 3.06 6.10 40 140 2 295 4.08 10.39 50 140 2 295 5.11 15.70 Connelly & Wicker Inc. Comp. By: NEB Job No.: B.H. Date: 25-�ep-57' CHECKED BY: Beaches Habitat Atlantic Beach, Florida Sinale Service - Wastewater Pumping Station Head Calculations: 7. Total Dynamic Head: Flow Total Headloss (gpm) (ft) (psi) 20 7.2 3.13 30 11.9 5.15 40 18.2 7.89 50 26.1 11.32 50 40 System Head Curve 30 cu 20 10 0 10 20 30 40 50 60 Flow(gpm) Connelly & Wicker Inc. -Comp. By: NEB Job No.: B.H. Date: 25�g-g CHECKED B Beaches Habitat Atlantic Beach, Florida Single Service - Wastewater Pumping Station Head Calculations: 10. FLOTATION CALCULATIONS: Concrete Unit Weight: 150 Lbs/cu ft Soil Unit Weight: 110 Lbs/cu ft Water Unit Weight: 62.4 Lbs/cu ft Ground Water Elev.: -3.0 ft Wet Well Diameter: 1.5 ft Base Slab Diameter: 3.5 ft Base Slab Thickness: 0.3 ft Base Slab Top Elevation: -1.5 ft Wet Well Wall Thickness: 0.1 in Top Elevation: 0.0 ft Bottom Elevation: -5.5 ft Uplift Forces: Buoyancy Forces 276 Lbs Weight Against Uplift: Base Slab Weight 157 Lbs Wet Well Weigh 33 Lbs Soil Weight on Lip 1289 Lbs Downward forces > Uplift forces Therefore Wet Well will not FLOAT Safety Factor : 5.4 CAPACITY LITERS PER MINUTE 0 40 90 120 160 0 0 24-0 290 320 360 ,30 9 9 25 LLJ 7 Lij 4- 1 -it CA� I I i i I i i I Lo 4- 1 20 Li 6 Of LLJ I I v I I 1 5 i 5 -41L < 10 0 2 5 0 — ILL 0 0 io 20 4-0 50 60 70 30 90 100 WWMFe.'001 PEX I I J"1%4 CAPACITY GALLONS PER MINUTE -�-*5jecne %.0 1 -rr*j TYPICAL INSTALLATION 0 EFFLUENT PUMPING PACKAGE WITH REMOTE MOUNTED CONTROL PANEL (MODEL STEP-1-FS le X 48 +18) PUMP MODELS: M IE 43 H ME40 JUNCTION BOX. IB DIA. /--iEY' BASIN COVER, 33SA-MEI (os M R.33D-MlEl 01D P/1 _Plo\ STRUCT. PLASTIC F15ERGLASS P51D-PI02D REMOTE MOUNTED FLOAT POLE. PV SST FASTENERS SIMPLEX CONTROL C zv PANEL 4 EY CONDUIT SEAL 7 (REO'D. BY OTHERS) 14 18 /'IV Z"At?- -----CdISCHARGE LEVEL 1 112" NPT CONDUIT FLOAT POLE FLANGE. CAST IRON N u T ffco D "2 BALL VALVE. PVC /Z 1 1/2" NPT DISCHARGE TRUE UNION, BLOCKED TYPE FLANGE. CAST IRON 1 1/2" EFFLUENT HOSE, PVC �IGH WATER ALARM" LEVEL LIFT-OUT ROPE, 3/0- POLYETHYLENE 49 1 112" QUICK-OTSCONNECT COUPLING PUMP "ON" LrVFL� 1/2" SWING C14ECK VALVE, PVC PUMP "OFF" LEVEL---- MODEL EFFLUENT PUMP 3 1/2" DIA. EFFLUENT INLET HOLES (8) HOLES EQUALLY SPACED ES-Z2955 02FEB95 TECHNICAL SPECIFICATIONS SIMPLEX EFFLUENT PUMP PACKAGE FOR INSTALLATION IN SECONDARY PUMP CHAMBER Model Number: STEP-1-FS GENERAL-- Furnish and install a simplex effluent pump package consisting of the effluent pump and motor, fiberglass pump container, flex-hose assembly with check valve and shut off valve, quick-re!ease hose connector, nylon lift rope, three (3) level controls, PVC mounting pole, junction box, cover, and control panel. All equipment shall be factory installed except for effluent pump and externally mounted con- trol panel. The pump container assembly shall be installed in a secondary pump chamber as shown in the plans. PUMP CONTAINER - The fiberglass pump container shall be 18" diameter with a depth of 48". The container shall be molded of fiberglass reinforced polyester resin manufactured by the lay- up and spray technique to assure that the interior surface is smooth an resin rich. The con- tainer shall have inlet holes at the bottom of the side wall to allow effluent to enter the con- tainer. The pump container shall have a minimum wall thickness of 1/4 inch. A riser with construction features identical to the pump container shall be provided to provide access to the pump container. The riser shall be 18" diameter with a depth of 18". COVER -A one-piece cover shall be provided with each pump container/riser assembly. The cover shall be constructed of fiberglass with a minimum thickness of 1/4". Cover shall be grass green in color. The cover shall be bolted to the riser with stainless steel cap screws. Zinc'plated nuts shall be embedded in the upper flange of the fiberglass riser for corrosion resistance and to prevent turning. DISCHARGE HOSE ASSEMBLY - A discharge hose assembly shall be provided for each unit as shown in the plans. The hose assembly shall consist of 1-1/2" flexible hose with a rating of 85 psi at 70' F. A quick-disconnect consisting of cam and groove fittings with 304 stainless steel cam arms shall be located at the top of the assembly for ease of removal of the hose assembly, check valve and effluent pump. Afull flow PVC swing check valve and a PVC true union ball type shut off valve with Teflon@ seats shall be furnished as an integral part of the hose assembly. The hose shall be provided with adapters to connect hose to either 1-1/2" or 2" pump discharge. The hose assembly shall terminate at a 1-1/2" discharge flange mounted on the riser at the height shown in the plans. The discharge flange shall have a 1-1/2" PVC solvent weld socket type hub for attaching external discharge piping. JUNCTION BOX - The junction box shall be constructed of structural plastic for corrosion resistance and of adequate thickness to provide stability and mechanical strength, The junc- tion box shall have a fully gasketed cover that is held in place by four (4) captive stainless steel screws with heads of adequate size so that they may easily be installed and removed without the use of special tools. The heads of the screws shall be totally encapsulated so that no metal parts are exposed. The cover shall be fastened to the main body of the junction box by means of a totally corrosion-resistance tether to prevent dropping the cover during service. An adequate number of sealing-type cord grips shall be supplied for incoming pump and leve! control cords. The cord grips shall be made of non-corrosive material, such as PVC or nylon, and shall make an effective seal around the wire jacket. The cord grips shall seal to the junc- tion box with an "0" ring or gasket. The junction box shall have a PVC solvent weld socket type conduit hub of adequate size to accommodate the number of wires required for pump and level control operation. The incom- ing wires shall be sealed by an external EY type seal-off (supplied by others) so ti-,at conden-' sation from the conduit or groundwater will not enter the enclosure. The interior of the enclo- sure shall be of adequate size to accommodate the wires and connections for pump and level control operation. The wires running betweenthe control panel and the junction box shall be color-coded and fastened to the pump and level controls by means of adequately sized and insulated twist lock or crimp connectors. The junction box shall be designed to NEMA 6 standards for occasional Submergence. LEVEL CONTROLS - Pump on, off and alarm levels shall be controlled by three (3) mercury tube float switches. Switches shall consist of a mercury tube switch sealed in a corrosion- resistant polypropylene housing with a minimum of 18 gauge, 2-wire, SJOW/A jacketed cable. The cable shall be of sufficient length to reach the junction box with no splices. The level controls shall be suspended from a vertical PVC mounting pole so that adjustment or replace- ment may be done without the use of any tools. Level controls shall be UUCSA listed. K3562 2/95 SRM4 4/10 Horsepower Residential Sewage Pump ADVANTAGES BY DESIGN DURABLE MOTOR WILL DELIVER MANY YEARS OF RELIABLE SERVICE. N Oil-filled motor for maximum heat dissipation and continuous bearing lubrication. U Overload protected shaded pole motor -mt:� eliminates starting switches. N Recessed vortex impeller provides minimal radial loading for long bearing life. THE SRM4P IS ENGINEERED FOR MANY YEARS OF MAINTENANCE-FREE OPERATION. K Wide-angle piggy-back float switch for maxi- mum draw down. (Automatic models) N Pump can be operated manually by unplug- ging piggy-back switch and plugging pump directly into outlet(Automatic models). N Recessed vortex impeller operates completely out of volute and provides free flow through pa sage for solids and liquids. PRODUCT CAPABILITIES Capacities To 95 gom 360 Imp 18 ft. 5.5 m Fleads To 19 ft.shutoff 5.8 m Pump Down Range Float Switch 7 to 14 in, 178 to 356 mm. Solids Handling Capacity 2 in. 50.8 rnm rcrw se%-.,age,eFfluent, Liquids Handling dr a in water Intermittent Liquid Temp. up to 140OF I up to 60cC 4/10 F?shaded pole Motor 1550 IZPM Electrical 11 5V, 12A or 230V,6A. 10'60 1-1 Z. Acceptable pH Range 5-9 Ssmf-1 Discharge,NPT 2 in. 50.8 mm, Minimum Sump Diameter CL Simplex 18 in. 457 mm Duplex 30 in. 762 mrn construction Materials THE SRM4 MINI NON-CLOG PUMP IS THE MOST RELIABLE Motor Housir,.g cost iron,Class 30,ASTM A48 4/10 HORSEPOWER RESIDENTIAL SEWAGE PUMP AVAIL- ABLE TODAY. The SRIv"41 is a plumbers/contractors dream ... Volute Case cost iron,Class 30,ASTM A48 it will not clog! Its recesSeci impeller design allows 2"solids Impeller recessed,thermoplastic to pass freely through the%'olutev.,ithout the chance of jamming the impeller Ti.e SRMI-111 series pump has a Power Cord 20 ft.16/3 SJ-iVI/SJTW-A national field-proven of reliability, Looktoyour Mechanical Seal carbon and ceramic Myers distributor for t'--e to your residential sewage handling needs ... and c=ss the counter will be the Myers mini non-clog, the SR'.111. ;� worksforyou! Formoreinfor- mation, call your Mye-s ci�z��ribufor today, or the Myers Ashand, Ohio sales o"tce- L:t 419/289-1144. WHERE INNOVATION MEETS TRADITION MYM SRM4 4/10 Horsepower Residential Sewage Pump DIMENSIONS MECHANICAL FLOAT SWITCH Mercury-free, 900 angle operation, (Piggyback models only). Z' 4110 HP MOTOR Pressed In place and 011-filled for best POWER CORD alignment and heat Quick-disconnect transfer. Built-in watertight fitting. overload protection. M MOTOR HOUSING Heavy cast Iron for DUAL THRUST efficient heat tansfer. WASHERS, SLE Oil lubricated, BEARINGS enhance smooth CAST IRON VOLUTE operation and Passes 2"diameter extend pump life. solids. PERFORMANCE CURVE T_ I- L MECHANICAL SHAFT RECESSED IMPELLER _j lo SEAL Operates out of volute o Carbon and ceramic passage, allowing faces, body Is stationary, mcLdmum flow of liquids prevents string or trash and solids. from winding on seal, CAP�:ITY r_�.LONS PER M:NUTE K3305 4/94 F. E. Myers Printed in U.S.A. 11011 Myers Parkway M"M Ashland,Ohio 44805-1969 419/289-1144 FAX:419/289-6658,TLX:98-7443 ES-2s'?Qz Myers 9 13 2,4 16 6 15 43 4 27 @ 16 71 2 ,-- FLOAT ( AUT3 . ONLY ) 123 /P 32 L I Myers Environmental systems "SRM4" SERIES .NON-CLOG (AUTOMATIC & MANUAL) SE 12-951 ES-2294- SRM4SEWAGEPUMP SPECIFICATIONS EFFLUENT PUMPS - Pump(s) shall be F. E. Myers SRM4 series sewage pumps selected in accor- dance with the following design criteria: Number of Pumps: Primary Design Flow: Primary Design Head: Minimum Shut-off Head: 19, Motor Horsepower: 4/10 Motor Speed: 1650 RPM Electrical: 115 Volts, 1 PH, 60 Hz or 230 Volts, 1 PH, 60 Hz PUMP - The pump shall be designed to handle raw sewage and be capable of passing 2 inch spherical solids. The pump shall be capable of handling liquids with temperatures to 1400 F intermittent, MOTOR - The pump motor shall be of the submersible type rated 4/10 hp at 1650 RPM and shall be for 115 volts or 230 volts single phase, 60 cycles. Single phase motor shall be of the shaded pole type with no relays or starting switches. Stator winding shall be of the open type with Class A insulation rated for 1052 C maximum operating temperature. The winding housing shall be filled with clean dielectric oil to lubricate bearings and seals, and transfer heat from the windings to the outer shell. The motor winding assembly shall be pressed into the stator housing for best alignment and heat transfer. The motor shall be capable of operating over the full range of the performance curve without overload- ing the motor and causing any objectionable noise or vibration. The motor shall have two bearings to support the rotor; an upper sleeve bearing to accommodate radial loads and a lower sleeve bearing with thrust pad to take thrust and radial loads. A heat sensor thermostat and overload shall be attached to the top end of the motor windings and shall be wired in series with the windings to stop the motor if the motor winding temperature reaches 22V F. The overload thermostat shall reset automatically when the motor cools to a safe operating tempera- ture. POWER CORD - The motor power cord shall be 10 or 20 feet SJTW/SJTW-A type. The cord shall have a molded compression grommet to insulate electrical connections. The grommet shall thread into the motor housing to provide a positive seal and to prevent leaking of liquid into the motor housing. The sealing grommet shall provide strain relief for the power cord assembly. OPTIONAL CONTROL SWITCH - The sewage pump shall be controlled by an optional piggy-back float switch. The float switch shall be of the mechanical, non-mercury type and be capable of directly controlling the pump motor without the need for an external control panel. SHAFT SEAL - The motor shall be protected by a rotating mechanical shaft seal. The seals shall have carbon and ceramic seal faces lapped to a tolerance of one light band. Metal parts and springs for seals shall be 300 series stainless steel. PUMP IMPELLER - The pump impeller shall be of the recessed type. The impeller shall be con- structed of engineered thermoplastic. MOTOR CASTINGS - The motor housing castings shall be of high tensile strength Class 30 gray cast iron. Castings shall be treated with phosphate and chromate rinse and painted with a high quality air dry alkyd enamel for corrosion protection. PUMP CASE -The pump case shall be a high efficiency volute design capable of passing 2 inch spherical solids. The pump volute shall be constructed of Class 30 gray cast iron. FASTENERS - All exposed fasteners shall be of 300 series stainless steel. K3587 2195