Loading...
Permit 2341 Fiddlers Lane r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD „ 241 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 09- 00000657 Date 6/18/09 Property Address 2341 FIDDLERS LN Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . 40000 Application desc new pool Owner Contractor DEEM, WILLIAM & LISA ISLAND POOLS,LLC 1546 LINKSIDE DR ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 334 -5421 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 75.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 12/15/09 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. REQUIRED INSPECTIONS: *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) Pool -- Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). Roll off container company must be on City approved list and cannot be placed on City right of way. Can not use the vegetation buffer area for access. Fee summary Charged Paid Credited Due Permit Fee Total 75.00 75.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 75.00 75.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I r A \ --",� CITY OF ATLANTIC BEACH 09- I L . I I I = + 40 ;r 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 v " ' OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 k BUILDING - DEPT©COAB.US Is-I''' ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 2' IS THIS'A SUB PERMIT: 3. ATE- 1 JOB ADDRESS: //�,� r / /�1 q ❑ NO 0 q Ip h� 4 -- 127 -v I G �r � ? ' / / //L S 69.4 ,4";--' ` DES PERMIT #: // (({ JJ O RTY OWNER:' ... . 4. NAME: 5. ADDRESS IF DIFFERENT FROM OB AD HONE: C a9, {r / ( 1 6. P ,�3,-SYZ/ � ! ELECT AL: CONTRACTOR. 7. NAME OMPANY: + 8. ADDRESS.: 9. STATE OF FLORIDA LICENSE NO: 10. CELL PHONE:9 ,/' J� `/ �{ l/ 11. FAX NO.: /417 -- 6-L ©o ov 3 79 7(J 7 ! 7 Y 12. EMAIL ADDRESS: 13. OFFICE PHONE: 14. 15. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and : • , ork is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at - - r - after work d. CONTRACTORS SIGNATURE: sr - 16: CLASS OF WORK: - 17. SERVICE: - 18.:: METER : NUMBER: "" .. - ❑ MULTI FAMILY - # OF UNITS: O'RESIDENTIAL S' INGLE FAMILY ❑ TEMP SERVICE ❑ COMMERCIAL ❑ ADDITION ❑ TRAILOR 19. BUILDING: '. 19. CURRENT CODE.'' ❑ ALTERATION ❑ SIGN Gi- -OLD ❑ NEW ❑ '05 NATIONAL ELECTRICAL CODE ❑ REPAIR ❑ POOL / SPA ❑ REWIRE OTHER: LIST ALL ELECTRICAL WORK -, , 20. TYPE OF SERVICE: ❑ OVERHEAD -12 ❑ UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: .B'POWER IS ON ❑ POWER IS OFF 22. SIZE OF CONDUCTOR: AMPACITY: ❑COPPER .ILUMINUM 23. SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24. EXISTING SERVICE SIZE: AMPS: �? o -� PH: / W: .__2__ VOLT: 2 Y RACEWAY SIZE: 25. FEEDERS: # OF AMPS: # OF AMPS: # OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT & M.V.: 27. FIXED APPLIANCES: 0 -30 AMPS: 31 -100 AMPS: OVER 100 AMPS: 28. FIRE ALARM: ❑ YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY, MULTI - FAMILY AND ROOM ADDITIONS 29. SMOKE DETECTORS: NUMBER: 30. RECEPTACLES: 0 -30 AMPS: 31 -100 AMPS: OVER 100 AMPS: 31. SWITCHES: 0 -30 AMPS: 31 -100 AMPS: OVER 100 AMPS: 32. MR CONDITIONING: - # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33. MOTORS NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34. TRANSFORMERS: UNDER 600V: NUMBER: KVA: OVER 600V: NUMBER: KVA: 35. MISCELANEOUS REPAIRS: DESCRIBE IN DETAIL: 1J //zt'' /1Y6/0Q / °Z BLDG02 PermitAppli:atron Elec. REVISED: 12/18/2003 A r g ADDRESS 42Q3 Z67/21,64-4—/ dor * BUILDING PERMIT NUMBER K6 d INSPECTIONS: FOOTING DS — UNDER SLAB PLUMBING cq— SLAB FRAMING COVER—UP / 0 - INSULATION //—/-9 FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # 36) 11 INSPECTIONS ROUGH / - FINAL / MECHANICAL PERMIT # PLUMBING PERMIT # 3 (O NOTES : ,*tukl- 41'69 tiS 4.1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 �J3ti Application Number 09- 00000880 Date 6/19/09 Property Address 2341 FIDDLERS LN Application type description FENCE PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc REPLACEING 6FT FENCE Owner Contractor DEEM, WILLIAM & LISA OWNER ATLANTIC BEACH FL 32233 Permit FENCE PERMIT Additional desc . Permit Fee . . . 35.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 12/16/09 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. Fee summary Charged Paid Credited Due Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. �-roP OF C URB. • Iv, o0 o Z' 44" ' 80-.0' P.C • • (-Aim 98 t- 10•1 ' • W ID • • • • • 0` th .o • K M , • a .. t, 3. C O,J GRETC J • ■ WALK i&/.2.• y ., Z4.2' t til N o� No A 7.9 a GA2. row 1_ IG'L. F.F. EL : U O pt N 0 o . 9Z) , ' d.i r . rl Io,ee.H (� g •:*. t\ 1 110 n 3 N In Lo T 0 2 s roFZY s nvcca City of Atlantic Beach n t.J. z ' 4 I . Pla and Zoning Departme t T sc. F.F. EL: (I1 s4 Q Th1 verifies compliance with applicable awl sblbdivision and other focal land dell ?iii regulations, but does not constitute app 0, for the issuance of permits. Compliance 7.5 ' 30, 0 ' wi 1>i f l idol/Wilding Code and all other applicable r o N S� • local, ate.*nd Federal permitting requirements 1 s.. E4 J • �- z b ..must Ix verb by signet , - of the City of Atlantic p� RN biodc2i,liuildiog Official l0 the anae 0/ • k , (t7 m zo' 'O&l�ildykl ' A CO COue,RETe' . Date: ' - - 0 N 7- 35 v EGET.4T 1 0 ! BUFFE ( RI V.4 T) _---./.' . 0.0'� o g , - -A x h K k N II! y _ ", o'7.5' nlov ACCSS EA SEMENT es -5.s, S.o oZ '4/ " E. -- 80. 0' c:.5.c -s 5 /A./ 2 BE N fi'0AE) (Co UAJ ry ROAD A)0. X09) ILE cni) f UT RGHE-G'8p F e / 99 5 TO Show / /- 9 Pl2OVt t-4E,c.JT_S LEGEND DATE AuGVST 9 r o194 • DENOTES CONCRETE MONUMENT SCALE 1 " = 3 o NOTES: x -x DENOTES FENCE JOB NO zBAIo 0 DENOTES IRON PIPE SET R ECORD Pl.,.. • DENOTES IRON PIPE FOUND 95-32(29 -oa 1. Bearings are based on x DENOTES CROSS CUT 2. This is a 3E3 o(JAJDA `f survey. 3. Elevations shown thus (15.0) refer to N.G.V.D. of 1929. Richard A. Miller & Associates, Inc. 4. Subject property lies within Zone "X" as shown on F.I.A. Flood Hazard Boundary Professional Land Surveyors Map 0001,c, , Community No. I Zoo7S 6701 Beach Blvd., Suite #200 dated 4 - t - 8=3 Jacksonville, Florida 32216 5. Unless otherwise noted, any portion of the subject parcel that may be deemed as Wetlands (9) 721 26 by State or Governmental Agencies, has not been determined and any liability resulting 1 HERE , RTIFV THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM therefrom is not the responsibility of the undersigned. TECH' . STAIDARDS SET FOR1H BY THE FLORIDA BOARD OF LAND 6. There may be Restrictions or Easements of Record evidenced by title examination that have SUR RS. P UANT To SECTION n'2 02Z LORIBA STAT .TES not been shown hereon. /' / NOT VALID UNLESS EMBOSSED WITH A SURVEYOR'S SEAL R CHARD A. •MILLS', P.L.S. CERT. N0. 3848 CNK Rv c a 319 oc -/ / /...P MAP SHOWING SURVEY OF L O T 55 ocE.q AJ wA L K u-u /7 o A..,E AS RECORDED IN PLAT BOOK 4 - 2 - PAGES I -t F(,v«UsivE) ()F THE CURRENT PUBLIC RECORDS OF E)UVA- L-- COUNTY, FLORIDA. CERTIFIED TO ‘AJ /L L )A M w w>d L /SA K • Q EE M /KIP/ AP FR1 VER HEbERAL_ 5AV1k)GS SANK Co)41 401VAJEAL. LA1v[> TITLE 1)USu 2ATLJCE COMPAAJV 1 _____ ,F/ DD C, E/2 5 L. A AJ Cs,.' R/vv ,APPROiC• Og" PVH'T. /„ ..roP OA CL )12E3. • . • • . AJ. O° 02.'44" — 430%0' /P.c . • %z"L • ' /2•'l.7. TS.odt C.Va 903) L (.° 3398) 1 . •W to 1 . 8 . M --.. Q V KI . COI.I GR E TC WALK I(p. Z V Q N 4, q r tn Z4.2' . 1,1 {U r 41 r 7.9' Ivz.• co GAR., o m N F•F EL- O 1.1 • N (10.92.) , '(i 0� 4.2. Iz' • co 41;. H 1 7 l il A -4- A N (\ M „ Lo T f O 'L STORY STUCCO ( OT d ti z 341 t s4 SG> ° pp a F.F. Et..: (I I. 0 � \/ s i .-- 0.9' / 7.9 30 I t" eL V l 0 N Sr Q k 1 L I ` 16.1' le 'VF p ' 1 LA ZC9.3 73 ga 9 (_ zo' YI CO CO COUGRET PA•rlo 61 > t11 1 -./ . 35' V E. GE TA T L c:. NJ €iUF ( RI VA rE� 7- O. g — -1 o. g ' ______ . h h K— k m -T• 5' NoAt- ACCESS EA SEMEA.IT CS'S s. S.O° 02' 4/ e• 80 O • < <.5.s5 sEM /AJC:)(_E BE ,4cN RoAr� (Cou.v ROAD /tic. G O8) /oo' /1,v) 1 ;� - City of Atlantic Beach APPLICATION NUMBER d ",� , , Building Department • r (T o be assigned by the Building Department.) - 800 Seminole Road . .. JUN Q9 � J f' -` 7` s I Atlantic Beach, Florida 3223 - 5445 1 ' �( � Phone (904) 247 -5826 F (90-1 � 5845 6 / / E -mail: buildin de t coab.us Date routed: f City web -site: http: / /www.coab.us APPLICATION REVIEW AND T CKING FORM �} ,Q fidcI/tL tA0 A Property Address: Or &T I ,6 Lnty De • - « ent review re • uired Yes No Applicant: - [' ng / Tr- ton' t'strator Project: TE? ht till i f,/ ra: 9 -- -i Fire Services ^=+q^'43 .•.i4'Tn .,-y �f � T -. � < 4 ..., � .'F°4 `�- ` sr R •.s. � �,� ���.5 ,max R6Vh , ,x..., , _.�., .. re 4 x ,; ,. .,. <,... #•maf r3.. � _. ... �. ,. Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING p- PLANNING & ZONING Reviewed by: Date: (0 I 14 09 TREE ADMIN. Second Review: DApproved as revised. ❑Denied. PUBi WO Comments: PUB eV* PUBLLAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. (Denied. Comments: eF<<uw€ dd by: Date: Revised O5I1/4109 Public Utilities Plan Review Comments Date: (O ` 11 oq Initials• Project Name /Address: 03 1 Ft Obi E=K Lk) Application Permit #: 0 - 6 <2;60 Check Box Application Tracking Comments to Add Comment Avoid damage to underground water /sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call ❑ 247 -5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and ❑ visible. A sewer cleanout must be installed at the property line. Cleanout must be covered ❑ with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be ❑ tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch -read meter in a properly sized vault and an 0 appropriate backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247 -5839 for backflow requirements. At a minimum, will require double check backflow ❑ preventer. Fire lines must be metered with a Sensus touch -read meter. Meters larger than 2" ❑ must be installed in a vault as noted in JEA specifications. 0 0 0 0 0 0 . . ° y I ,� 1P- r i , CITY OF ATLANTIC BEACH 09-* I . 1 I I I < e g fs 1 r,. 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 �' + ,k., OFFICE (904)247 -58226 • FAX NO.:(904)247 -5845 obi •^ BUILDING- DEPT@COAB.US DUVAL COUNTY \ -pj,a-- r BUILDING PERMIT APPLICATION - ' I 2. VALUATION OF WORK 3. SQ. FT. UNDER ROOF 1. JOB ADDRESS: R Y4 C 1 1 atae -� 00 • Q 5. CLASS OF WORK 6: USE OF STRUCTURE 4. LEGAL DESCRIPTION: 0 NEW BUILDING ❑ DEMOLITION ❑ RESIDENTIAL LOT BLOCK SUB DIVISION ❑ ADDITION ❑ CONVERTING USE ❑ COMMERCIAL ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SPRINKLER: + 7. DESCRIPTION OF WORK ❑ REPAIR El POOL / SPA ❑ YES ❑ N/A i 1 / ., � � ❑ MOVE ❑ OTHER 0 NO G'CC't 1� '` (� CONTRACTORS.- ARCHITECT 1 ENGINEER: r • PROP TY OWNER:' 9. NAME: 5, COMPANY NA z3. COMPANY NAME: E: Da.'f1 i Q- I 0.f' Pc\o / 24. LICENSEE NAME: .1 16. NAN / ✓ I I I 25. STATE OF FLORIDA LICENSE NO.: 10. ADDRESS: 17. STATE OF FI II qLICENSE •.: 18. ADDRESS: / 26. ADDRESS: 4'W Ze i - fin Ad. 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE 120. F •■ NO.: 27. OFFICE PHONE: 1 28. FAX NO.: ? "I I' i u � 1 13. CELL PHONE 21. CEL 29. CELL PHONE IrI� .. O /J , -9 �-9 �• 22. EMAIL ADD SS: d 30. EMAIL ADDRESS: 14. EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER: BONDING COIppAFNY. MORTGAGE LENDER: OF o1HER'n yW ov■HERI 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO OUR POS ®D ON T H E NO O TBCS OF EFORE THE TE COMMENCEMENT MUST BE RECORD FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER' or AGENT CONTRACTOR Of Agent. Ptwor of Attorney or Agency Leber Requited (Qualifier Only) Signed: Q Date: ( I 1 ( Q \0 t Signed: Date: e foore re : .. me this Ai day of - , 2009 in the county of Before me this day of , 2009 in the county of Duval, State of Florida, has personally appeared Duval, State of Florida, has personally appeared herin by himself / herself and affirms that all statements and declarations herin by himself / herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Larg., - • L--- • my .f VC.� Notary Public at Large, State of , County of ❑ Personally Known ❑Personally Known O Produced Identificati• • ❑ Produced Identification - Notary Sig -` ,,"11�� Notary Signature: , 11 . 1 4„ SHIRLEY L. GRAHAM � P`B,, }2 \, btary Public - State of Florida . ' ° • =My Commission Expires Feb 14, 2010 ELDG01 Permit:,pplic:;tion B!Jg. ,%-,;,.. 1-:4.` \,fir 0'' Commission # DD 518533 Bonded By National Notary Assn. �,, . ,- Its r, r CITY OF ATLANTIC BEACH 09- 1 I _ . 1 1 I Y 4A, 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 r±.. 1` t> ti OFFICE: (904)247 -5826 • FAX NO.:(904)247 -58 BUILDING -DEPT .ti COAB.US \_<: = BUILDING PERMIT APPLICATION DUVAL COUNTY 2. VALUATION OF WORK 13. SO. FT. UNDER ROOF 1. JOB ADDRESS: al-i 1 (=-R' 0L Lkv Un /a ao . 410 4. LEGAL DESCRIPTION: 5. CLASS OF WORK 6. USE OF STRUCTURE: ❑ NEW BUILDING 0 DEMOLITION 0 RESIDENTIAL LOT_ BLOCK_ SUB DIVISION ❑ ADDITION ❑ CONVERTING USE ❑ COMMERCIAL 7. DESCRIPTION OF WORK ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SPRINKLER ,. ❑REPAIR 0 POOL / SPA ❑YES ❑ WA re-9 \ac; r Co � c. n ❑ MOVE ❑ OTHER ❑ NO PROP41TY OWNER: CONTRACTOR: ARCHITECT 1 ENGINEERS 9. NAME: 5. CO MPANY NA 23. COMPANY NAME: D E n 142 L)cLV Mon.. ynf_ \ O y� 16. NA W�6L 24. LICENSEE NAME: Lit 10. I I I S r\ 10. ADDRESS: 17. STATE OFT • LICENSE y.: 25. STATE OF FLORIDA LICENSE NO.: 18. ADDRESS: 26. ADDRESS: (PW 1e , -1 n ,M- 11. OFFICE PHONE: 112. FAX NO.: 19. OFFICE PHONE: 120. F A NO.: 27. OFFICE PHONE: 1 28. FAX NO.: ; I 15 814 29. CELL PHONE: 21. CELL, - 13. CELL PHONE: d IS 4 D A r 5 - 9 9 Z.. / 30. EMAIL ADDRESS: 14. EMAIL ADDRESS: 22, EMAIL ADD: SS: FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHFRT AN Era 31, NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR , (N Agent, Power of Attorney or Agency teller Required) (Qualifier Orgy) Signed: L...11C D Date: " PI if. O \ 09 Signed: Date: Before me this /to day of - 1‘ . €.- , 2009 in the county of Before me this day of , 2009 in the county of Duval, State of Florida, has personally appeared Duval, State of Florida, has personally appeared herin by himself / herself and affirms that all statements and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate. • L " my ,p VC., true and accurate. Notary Public at Large, State of County of Notary Public at Larg I ❑ Personally Known ❑ Personally Known ❑ Produced Ident cat :. • _ ❑ Produced Identification - Notary Sig -' , /_ ,hf:J� Notary Signature: ,.s' TAt;s•r SHIRLEY L. GRAHAM Apirdi r Pr 9 4�a � : otary Public - State of Florida EMy Commission Expires Feb 14, 2010 ELDG01 Fernit A •. ' 0,,3 as lication Bld 9 � ;; �>. Comm # DD 518533 " °� '" Bonded By National Notary Assn. 0.A - City of Atlantic Beach *'/ APPLICATION NUMBER 4 JO (To be a ss igned by the Building Department) r� r ..- - <� Building Department /u 1 7 ,� Ali 800 Seminole Road • 2 009 I7 9 Al o A:' r Atlantic Beach, Florida 32233-5'' 2233 -5 '' Phone (904) 247 -5826 Fax (904) 24 - ' ._ Date routed: __ 1 e q °'a3 E -mail: building- dept @coab.us City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM 0 0144 Property Address: GW/ fidd/tL di- D- . - ent review re. uired Yes No Applicant: T A rY. 1jrL r g r strator Project: TE? bt 6/ 4 /mile 2- '-=i- �r� u illiiiiIIIIIIMENII Fire Services - Pvj0:4e6; 0 4:: R y iFi P Dept Sregire NE . , Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: FA , pproved. DDenied. (Circle one.) Comments: I BUILDING ck a' tole (DV` o' CfiNiaX;► PLANNING & ZONING Reviewed by: - 14 Date: tii$16c( TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORK Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. (Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Budding Department (To be assigned by the Building Department.) .• 4 + i _ ?, 800 Seminole Road Q . e4f' . Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 Fax (904) 247 -5845 G� o, � E -mail: building- dept @coab.us _�j / Date routed: _0 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C)3 /dd/L6/di/ De. . 4 ent review required En No Applicant: ;60-14 [' _ � .: =� / r - - • • 'stator Project: T1? lit ti 4 fns '- -�` 1 Fire Services _ - Rv ``feg: ".a DepSi�at Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: - BUILDING PLANNING & ZONING Reviewed by: 'n Date: 6 % 7 TREE ADMIN. Second Review: ❑Approved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. Denied. Comments: : evilenrved' by: Date: _. Revised 05/14/09 C , .* City of Atlantic Beach APPLICATION NUMBER . Building Department r (To be assigned by the Building Department:) ry j 800 Seminole Road ���� Atlantic Beach, Florida 32 5445 Phone (904) 247 -5826 Fax (904) 247 -5845 o��t: E -mg pt @caab.us Date routed: (a//!1 /0 9 City ail: web -site buildin http - de / / www. coab .us APPLICATION REVIEW AND TRACKING FORM Property Address: ,)3 .6 r/ t: i/664 L 'A/ . De. «.. ent review re. uired Yes No [' - ' Tit. ,�- n-1�. Applicant: n g MI / Tr- - . • •'strator _- Project: TEi) //t ti 1I1 ild Fire Services -- RgirIafe�T$ Y, t ���, ...� .,'... ',._..,N - a Slg a #L e aN ..� ' 44. a .._ awm.:ai. wi,+++'�u...a.. v�r_.,u _ u..- uu... n_.�...w i sYG i. Other Agency Review or Permit Required Revw o Receipt Date of Permit ie verified r By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL9C ION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BU •.- "LA NING & ZONI c Reviewed by: 10 Date: De,//7/07 9 MIN. Second Review: DApproved as revised. EDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [Approved as revised. riDenied. Comme ts: Re.vevved by: Date: Revised 95/14109 «. _,s'i`r,.. CITY OF ATLANTIC BEACH s�` 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 r R . s' OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 BUILDING - DEPT @COAB.US =_1:== BUILDING PERMIT APPLICATION DUVAL COUNTY 1. JOB ADDRESS: ' 2 VALUATION OF WORK 3. SQ. FT. UNDER ROOF R3 I P k L v- /o . od 4. LEGAL DESCRIPTION: 5: CLASS OF WORK USE USE OF STRUCTURE ❑ NEW BUILDING ❑ DEMOLITION ❑ RESIDENTIAL LOT BLOCK SUB DIVISION ❑ ADDITION ❑ CONVERTING USE ❑ COMMERCIAL . 7. DESCRIPTION OF WORK ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SPRINKLER:` rep (�� ❑ REPAIR ❑ POOL / SPA ❑ YES ❑ WA r I CcC.i Ce T . P-- c ❑ MOVE ❑ OTHER ❑ NO ' PROP TY OWNER:' CONTRACTOR ARCHITECT! ENGINEER: 9. NAME: 5. COMPANY NA E: 23. COMPANY NAME l Dan %e Oct." 'nNAl. n 16. NANTE:s, 24. LICENSEE NAME: 1 sot. 10. ADDRESS: 17. STATE OF FL I LICENSE 4.: 25. STATE OF FLORIDA LICENSE NO.: 18. ADDRESS: 26. ADDRESS: .pyg . 1) A 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. F . A NO.: 27. OFFICE PHONE: 28. FAX NO.: I I- i5 gq 13. CELL PHONE: 29. CELL PHONE E 21. CEL 5 - 9 a--9 a. 4 i ol f 14. EMAIL ADDRESS: 22. EMAIL ADD' SS: 30. EMAIL ADDRESS: FEE SIMPLE TITLEHOLDER: I SONDWG COMPANY: MORTGAGE LENDER: OP OTHER THAN OMER 31., NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will riot occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. r WARNING TO OWNER • YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ' OWNER or AGENT CONTRACTOR p(AgrR Portal N y or Awn/ Lefler Required) Pumeter Only) Signed: (.....AC-..e.p Date: (pl it O \09 1 Signed: Date: Before me this iii day of ""k t.- , 2009 in the county of Before me this day of , 2009 in the county of Duval, State of Florida, has personally appeared Duval, State of Florida, has personally appeared herin by himself / herself and affirms that all statements and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Larg= a o my , f . L „la, Notary Public at Large, State of , County of ❑ Personally Known ' ❑Personally Known 0 Produced Identificati•^ , � ❑ Produced identification - {Notary Signature: Notary Sig -' ] l - 411100 i -_°-_d ■ ( A Y P ,,, SHIRLEY L. GRAHAM ) 2 ,7\, °0s otary Public - State of Florida 1 • u GE U • 9MM Commission Expires Feb 14, 2010! ��LDG01 Pemlt Applicrtion f5; �g. l ' �' yam . Comm # 00 518533 •; OF Fv ",,,,,, Bonded By National Notary Assn. Public Works Plan Review Comments nn Date: (o" Initials: I✓ Project Name /Address: 23I(( F-, dh���us Li41Je Application Permit #: � 6 sCheck ox - r Application Traelung +comments fito Add Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. Provide drainage plans showing site topography (flow arrows, etc.) ❑ Provide construction site management plan, including Right -of- Way Permit if using right -of -way for construction_ parking. Provide a pre - construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing 1' contours. _ Section 24 -66(b) of the Land Development Regulations requires on -site storage for increased runoff. Provide Delta volume calculations and on -site retention required ❑ per Section 24- 66(b). (See attached info. Sheet) If on -site storage is required, a post construction topographic survey documenting ❑ proper construction will be required. A Right -of -Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool — Wellpoint (if used) must discharge into vegetated area 10' minimum from ❑ street or drainage feature (swale, structure or lagoon). All concrete driveway aprons must be 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW (Commercial driveways — 6" thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ shown on the plans. P - Roll off container company must be on City approved list and cannot be placed on City right -of -way. 0 0 ❑ .. ..... .. __............ e,;> CITY OF ATLANTIC BEACH 1- �' 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 09- 00001295 Date 9/25/09 Property Address 2314 FIDDLERS LN Application type description RESIDENTIAL ADDITION /ALTERATION Property Zoning TO BE UPDATED Application valuation . . . 70000 Application desc ADD 2ND STORY DECK W/ ROOF Owner Contractor HARDAKER, WILLIAM & LANA FLAGSTONE GROUP INC GLEN AMERSON ATLANTIC BEACH FL 32233 226 -5 SOLANA RD PONTE VEDRA BCH FL 32082 (904) 285 -2279 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . 340.00 Plan Check Fee . . 170.00 Issue Date . . . Valuation . . . . 70000 Expiration Date . 3/24/10 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. Other Fees CITY RADON SURCHARGE .00 ST CONSTRUCTION SURCHARGE .00 AB CONSTRUCTION SURCHARGE .00 DEV REVIEW - SINGLE & 2 -FAM 50.00 STATE RADON SURCHARGE .00 Fee summary Charged Paid Credited Due Permit Fee Total 340.00 340.00 .00 .00 Plan Check Total 170.00 170.00 .00 .00 Other Fee Total 50.00 50.00 .00 .00 Grand Total 560.00 560.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. f/ CITY OF ATLANTIC BEACH 09- 1 1 r I I I j ' 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 3223 • 4 7 F . , ' dc i OFFICE: (9 04)247 -5826 • FAX NO.:(904)247 -5845 t.0 / 9 „,f r `• BUILDING-DEPT n COAB.US 1. JOB ADDRESS: =,i?:+'` BUILDING PERMIT APPLICATIO DUVAL COUNTY / /� / 2. VALUATION OF WORK: 3. SQ. FT. UNDER ROOF 2_3/Li F dAte /\s' L-efvl " i L� ,L I rJ'a?cltth 0 4. LEGAL DESCRIPTION: j,+ _ ( 1L �p ��, C C 0Q T 2S-2 ! E 5. CLASS OF WORK: 6. U OF STRUCTURE: _ 1 1 ❑ NEW BUILDING ❑ DEMOLITION tSIDENTIAL LO B K SUB D ' OCe fd 61 walk( V i+rDDITION ❑ CONVERTING USE ❑ COMMERCIAL 7. JJ . DESCRIPTION OF WORK: f/ , �/ 1--- ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SPRINKLER: 0 "� r t 1 9 2. 7n ' '/ c���C 9 L I U.- i Roc' ❑ MO E ❑ OTHER OSPA ❑YES i�J/A (PROPERTY OWNER: CONTRACTOR: ARCHITECT / ENGINEER: by 9. NAME: �v (1 / l � 15. COMPANY NAME: U0 GL 14 , 23. COMPANY NAM Et ,JJ�y (/7- rt. 46 A) t¢. G�� ,p coTERre4•R 4a cw tccT U CIE a• tJct 1` e` - 16. NAME: , �1_c NJ P../ A M� 24. LICENSEE NAME: 12SDI.� bRIa•t CA•Te/ •eet 10. ADDRESS: l 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA MEN N 23/x{ ffe7 1e�f Linz° GGC Isoc.►i31 AA2 rl B � t A� 400 d �J // V R4yZ66 /S � /- `' 8 D ZZ(a, 5 ol Q 26. ADDRESS: 1C4 $')4( e aGC, rL I � O 13500 �utTerl P�rRKat. s , 4` *Sot Port-t< V e04^ 13cli, ft. Jai' Ft, )2Z2 11. OFFIC PHONE: 12. FAX NO.: 19.OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: ' 28. FAX NO.: 42/- (o0✓' 2- i -/ - c? '1 2$'S- z ( 285 1 6 104 213.75 I ?O'f. 223. 7o5 13. ,�ONE: e I 21 N 5 3 ^ - -3 23 29. CELL PHONE: 14. EMAIL ESS: 22. EMAIL ADDRESS: ! 30. EMAIL ADDRESS: ki cz/` ct t h , sou - t4 . n �• l t ttr+,�► A- e r-son e h (any '�D 1 A�7, CATI, a COTg RITrtand . ConA FEE SIM TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31. NAME: N /4. 33. NAME: N ' 35. NAME: / 32. ADDRESS: pi 34. ADDRESS: 36. ADDRESS: / Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If ., , nt, Power of Alto or Ag - tatter Required) (Qualifier Only) p Signed: '//J' L1 a 1/V-- .9/ = . ' f-, al, ' � & l y ' / 1 q ti fry - � D- te: p - Z Ct- • : te: / Signed. Before me this - / day of A L - ( , 2009 in the county of Before me this 7 y of k....... ,' , • 1 • in the county of Duval, State of Florida, has personally appeared Duval, State of Florida, has personally appea 'd herin by himself / herself and affirms that all statements and declarations are herin by himself / herself and affirms that all statements and declarations am J true and accurate. j true and accurate. , ' / " - Notary Public at La • e State of /ri K._ . , . • • • Notary Public at Large, State of \� 6 " County of 0Gr�' p .ss.,., . a.. . • ❑• ► t r ,m EMESITAAIO ❑�° ',` .,...... ,.� Notary ,. �'.� 141 ` Notary S �'� ` At. • a '' J i `�. . • �.e. ' : rk •.n •, a 1/ +rf:tttM � 11 " MI NSL1AN OOi11N i "ATE OF . :.,, r: • MOWN �r♦AAAAAt41 •L'AA'ucAaA • 11-7.77' , - .. ,. I , r JA L. -up COMPLIANCE g ■ BLDG01 Permit Application Bldg: REVISED: 12/1tl2o0if' • "' ` " ' : '„ CITY OF ATLANTIC BEACH " i b ,' SEE PERMITS FOR ADDITIONAL L E C 0 P Y '' „` REQUIREMENTS AND CONDITIONS. . y_ REVIEWED BY: Mr DATE: _6 0 i , ,tic .a »-i.i.iiln .A4 ,ima.i.o. :So .w_ -., ,.a ..rv�kaq»rwapuGurm. T 1 JR4-27-2001 05:56 FROM: CLERK CF COURTS 904 270 1512 70: 92475845 P: 1/1 4 _ i • • NOTIC$ OF COMMENCEMENT "Nephiug Pi ouPumn) Pee* No. Mx Folio No- eleis of Coe* of Te oboes new sonarfl Thilk undoilIPIIIIII beeley tatonies yes Oust Inewevessois wal be emir le eseoln fed prwe, mid lo soeutdmiso l,mien 713 e(e, Iliodes IINONes, Os foliontoy InLm ndes Is elated in Ws MTIM OF CONIIINCINOINT. Legal deecdplon et peyote/ Wing egroveik 42 02,-15 E 09-2S-29E 0 ql`i 7 0 4 ow., )441,g. va cr 0 I tor 4$ *Moo of gayety edit') Impose& 23 i 4 c; co puelks Ls. kr Low 11 c. 4C44. •4+ f L. 123-33 Goma! dosoripeon of Improvionores 1 • . - a - --- • - k !_. '41—. .— o ws i er a.i.., miwg,- - MOON 2304 I Do L.02 s LAI - Omen beenee hale et Os Improvenett OW 44 rit Fee So* illstiolder Qf otos then Orme) VA NM 9\ Op ARMIN . 'CI" Cr Aut - . • _ . eft ),- — T-P %A.P memo _ 1-ts• — ' ..-_:_ TtitilffalL7P0n. fffirnitai - -- Op Phu* No. GrIl El'. _'1Fii?iiiL No*. krailitM121 _ sway wino A A Melees AMINO 01111d 4 Phone No. POEM). _ Nome and edr Ow pesos eiskins s Men br Os oarelftellon otitis lootovetaines Nemo A A- Mike's Phone P. Plit No. Pews clot:noon webin the asie of Florid& *et then litoroolt dooSpolled by error upon velem meow ardor docunietto inay be swat more C. L-67•4.14 Per% ra'S-p04 4 . Mom* 2-2- -5 4444.44 .kia. 4 1 irP FY 15 Vi... 'WA t 2. 7-,-_,-. N.,-). 4 )0 11 , 44 no No, (9b4) as 14.14 in =Men tD Vilriaff. arnswdzsiVadera tho wigwam foram to mew* a copy of Sto lima% moos NB easiest fri Sace=713.00OMPAsida Ststratriau (FM a: aa Owes agar.). swam. 2-2-1,-5 Su4.1.4.- -*ttoD ' YL .•• 3 % 2,- Faricliaj Egbetton este tit NtOze Of ClarrIgnenterrient (Ow evkatan date is ow V) mint= to *fee =maw anima a Om* Ma* $461404. - - ti4ict spAzt toia attimibiami usa calti_v i „..,, .1 .... • , If 17, 74. , 44 T 1 sw _ . .e -1.4,,,.....c. n .— Or ij 1 el tli '--' - i r . S4 1 -00_15 1- 282, i.:A.7... s.a.;4 tan* kat tO satarorke sot - *doormat Mott - . Nt.f:rt.e'. , 2 ...2. Pt.* 0.-• PM...!., 1 iiriZ FULL' R L. 'IR r, CiRcii ;I couRT DuvAi. Co ti Y i •0 11;411 " 6111111MMUZIa344 ,i_..C.;F:Dir.0 :VI- 1:...1 1 rfirlaYralr Z =USW. =filFt 44,1*.A4 idUIDALOYE V tlifit"5211664166525MEI ti r, 4'� 1o0 5 U 'd I I i 0 0 e „, ;* 1 0 'oI a o A; a a w o a j , 4c1 (I) , w 0.4 , H N 4) d N :� °' w I I O .5 'S o 0 -1 aw 'C) ;� ✓ C...1... v, oU 2 ; I_ I 1 W 1 oaf I I H N 4) f C4 Q So •S ;a, G �0 pq� I0 i to w Ed j o� . I % ! E- o ,a. I++ Q b tit) . A o a V i I cA I > 0 t~ 6 H 0-8 a i 4 —.� tgtaig 0 i 1 w 1J V• d cd E 1 c� "4 4 g — er; . ... ' a .3 o4 � >. I 1.).., o o ! C 04, I o "g) o .s o � 46 { i x bA '.. I� � o i � o � ' E , >V ;012 o R O 8.': @ . "8 ' 3 4 • 6 I I I� o as t .n o 1c 4 I .5 ;. •43 = ; g b'-b o i o^ Z ' Iw 3 8 o d5 xU wd 3 N It 1 N E pr I 0 , Gzl a Q, w o Ea IU � d 1 et , 3 1 9 it { a , 1 i I I ( t M s; ' II ..‹ - * , , . 1 a ,� 1 i 1 I 1) i x 1 , l' 1 IL 141 1 1 d I Q � 4 3 I U I 1 er 5 I 1 vi W 1 ; W ., ` � 1 0 os I V 0. as ...1 4 ") la i� '', i 3 - I-1 03 ° A Nom+ i a F+ �. I a .. l 'IA 4 -- g 6 " ° rl P:4. 4 0 , A 1 ° : $-4 .2 g 5 .s.' l'i4 14 cd t to 4 • •-, ,.c) "U. ,s , 1 4 A , a , , „,,, . -0 0 t47., a a t' - a ., 4 , c ›,„ t) ..v.). 04 4 E (/) 2 ;:-. r,1 E 0 z ° w., ci , -o 0 o t bp o 8 Vs o 8 cr ° s- i lidi l x x ., v x a o ran° 3 3 x Z ao i§ x 3 3 H • 1 a •--1 N M vi vD N 00 0■ O — M c�i jd' vi .0 as . U I 1 4 i 1 __ LE \ I k I , - cA vs a� T O .9 _ \ \ 0 1 L, i t1 it (I. I I j �' 1 i i w sn .k 1 \ i o 4 I I i i I a- '› t i L I N 6 > 1 I- z I • N . E- a o x 1 1 47) i *1 g N i o rn ° H w I d }' z 0 .g tt c E. os o g 8 2 7 3 -6 cv U 1 n ° A 8 8 LI L 8 R -2 5 -' 0 < MI vl (...) t=4 41 0 ■ tz E V.1 U U ts. A cn 0 cn 1 U ,W ! 1 w , ; • • „, U o 0 •° a� 3 . 0 LC ° ° i� a> 8 o '3` o !.g a (o ( it 41 1,4 4 o 7 i a ` P._ `" U •+. 1 O Z . i 1/4) cr _._ t ,, as o 1-) . _ U X • - 2 M -. .o. 11.. 1 i , U N .1 0 p V. 0 . ¢ .0 � , 1 ;0 b 4 S -- 6 w la a N ° o 0 0 7—d 44 2 , = z , 4i g - Z � j N N I l ° V ? o C-1 14 113 ° 2 N_ U y ^ a I = ' Ci : A ! i .2 S' r4 0 11) e Cr- I d a i o!0 3 Aso g e a , 0 1 IQ ' = 4 6 .g ,-, U V E-1 U • . t -=�'�r City of Atlantic Beach RECEIVED APPLICATION NUMBER B uilding Department SEP 1 � 21309 ��� ��-'�` (To be assigned by the Building Department.) r 800 Seminole Road Z �3 =6 Atlantic Beach, Florida 32233 -544 ! ^ r..,_ Phone (904) F • 247 -5826 Fax (904) r1�'5845 E-mail: building dept • Fa us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Address: 0 / 1 (J d /FK-.� ,L/PI►/ D- ' - ment review required Yes No Property B / / ��h� 4 rc t - lann& Zor Applicant: / � TreeAdministrator Project: , Stoz/ AV Work abfN �£ public Utilities 9 � 760.6 • Public Safety Fire Services nat l x'+t�w' . ,.. Review fee, $:,. .e„ Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: c F)/ ?/9 TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 CITY OF ATLANTIC BEACH 09- I 1 I I I p; 600 SEMINOLE ROAD, ATLANTIC BEACH, FL 3223 "'" i I v> `;�tt OFFICE: (904)247 -5826 • FAX NO.:(904)247 -5845 of � r BUILDING- DEPTQCOAB.US -f r BUILDING PERMIT APPLICATIO DUVAL COUNTY 1. JOB ADDRESS; 2. VALUATION OF WORK 3. SQ. FT. UNDER ROOF Z3/'f F drl (et tem Af ee'LIC & 4. LEGAL DESCRIPTION: L12� 1 t . -2 a o Q_ZS�ZR E 5. CLASS OF WORK 6. USE OF STRUCTURE: -f L LL V G J pp / 1 / � ' �- ❑NEW BUILDING ❑DEMOLITION tS US RESIDENTIAL LOrw 1 B GK SUB DIVI9 OII' 4, aC, Goa �1 L�r I f ( wit 1 Ii A DDITION 0 CONVERTING USE 0 COMMERCIAL 7. DESCRIPTION OF WORK: ' ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SPRINKLER: �� ff ^ ❑ REPAIR ❑ POOL / SPA El Y S 1 NNIA / C} ci r , 1 (PROPERTY OWNER: t /J e . w I f X tqC C�� ❑ ORE OTHER ARCHITECT / ENGINEER: 9. NAME: i. _ �� j I f et 4_, A " 15. COMPANY NAME: W J �c. A`S�TO0)2 G�`dP 23. COMPANY NAM Eli 4,41 4.Q.4Mtrc7 j j r - (] / et tr e ` �' 16. NAME: 6... .12 24. LICENSEE NAME: / f � l..c NI t3 A MSOn� R�Riaa COTe ,c<I 10. ADDRESS: / / 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICEN N 2 .314 ffddC Pi } C,&?C Is-oca.v11 // A.A2(.00►(vCoS 8 DRESS: -5' J c71 OI a et R'C 26. ADDRESS: 1 35 5 OPI N tics. A 1C,hTrc G eaG�, / 3 . 322:'1 P Drl"C t V e) ii /� 36L) r 11. OFFIC PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX Na: 27. OFFICE PHONE: ' 28. FAX NO.: L2/ -44O 2 / -- f aI 28s- z7.. -14oI4 1 104223•T5 1 44 ( MMf.223. 7oS4 13 CFLL PH NE: 21. ELL PHONE: 29. CELL PHONE: f /OSS ' l 1 t? 5 31 - 3231s, 14. E L AD ,DRESS: // &4i �t 4 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: H ai "4 Ci f e �?ho / •'1 e-f., �l , G Inat 1- LeeSeen l° 1n ►h� - 0-^l'btATb COTe Rirrland.Com FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) 31. NAME: d" _ 4 33. NAME: N ' 35. NAME: 4 //4. 32. ADDRESS: ig ' 34. ADDRESS: 36. ADDRESS: M / Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR (If Agent, Power of Attom or Agen Letter Required) (Qualifier Only) q� / �j + 7 / 0q Signed: `f'1/' 'f.. iir' / e �i ate: 8 1 ✓ / I U Si / � - - D te: v - Z 0-- / Before me this 9 ' J day of ' LL O'- 1 , 2009 in the county of Before me this °" � of 009 in the county of Duval, State of Florida, has personally appeared Duval, State of Florida, has personaly appea d herin by himself / herself and affirms that all statements and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate. /! / 7 �/ JI' true and accurate. i . i ,r l� Notary Public at Lar. a State of L. . .. • K �' Notary Public at Large, State of ( 7 County of L Vv ro dOn y ` ERESITA A. L E El e w w x�rnq. s.. F r ..r -. r.� r . r ,. � ❑ Produ ► F'.r'9T `i" R l ion... r S 1 _ S ; Notary S I o' . Y� ,4 . fl y i � . . . ; ' f +: ..' ) • 4 Notary S ;.5'i ti1'Yki.4 . i. ►- ''+ i ' - RARIDA G r ,. r Itu t eAhecEO�AitM t ^i l' " PSI4V 1353 CEO BLDG01 Permit Application Bldg: REVISED: 12/18/2008 174 APPLICATION NUMBER ys41 -,. City of Atlantic Beach t S r i � � Building Dep artment S r. P 1 6 2009 (To be a ssigned by the Building Department.) t f 800 Seminole Road . 9- /21.c , .; -) n s) Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 24-8.45_: Q ", T E-mail: buildin de t coab.us Date routed: �J3i� g P @ City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM rt Address: �.3 / 1 fiddifiS JAA D ' ment review required Yes No Prope y B Applicant: fic,.) .„1.77,/ 4 /"Oat Tanning & Zos•• Tree Administrator . 7" Project: 7• lic Works N d L ie ii/ 9 Public Utilities 760h • Public Safety Fire Services , •� +"^ t c Scr :e 1 . fir : h s d ; a s R fee $ ,.. .. -, .:;., = Qep.. Sig n ture .. ....... ., , Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewe Date: 9 TREE ADMIN. Second Review: ❑ Approved as revised. ❑ Denied. PUB i WOR 'S Comments: - : rit$11 BLI AFETY Reviewed by: Date: FIRE SERVICES Third Review: (Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 l - /7 CITY OF ATLANTIC BEACH 09- I I I I I ',.,.' : ( ' 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 3223 • \t� ¢., ■ Li.:. lit OFFICE (904)247 -5826 • FAX NO.:(904)2475845 ' " /4.-/ BUILDING- DEPT©COAB.US ''%- •" BUILDING PERMIT APPLICATIO DUVAL COUNTY 1..10B ADDRESS: 2. VALUATION OF WORK: 3. SQ. FT. UNDER ROOF 23/ii F; dd ei L�f�, e Af dea,171 °, 4D 4. LEGAL DESCRIPTION: 42 I IC��' •� /�f 1 1 . C o Q_2S..•2 - E 5. CLASS OF WORK: 6. U, OF STRUCTURE: /_3 LL�� 1 �- war 1 ❑ NEW BUILDING ❑ DEMOLITION t RESIDENTIAL LO__`�'1BLLOCK_ SUB DM Ofl I V 4„' aC.ea �� w C( / ' liiADDITION 0 CONVERTING USE 0 COMMERCIAL 7. DESCRIPTION OF WORK: ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SPRINKLER: �� U- /❑ RE ❑ POOL / SPA ❑ Y S l�J!A A r t U OWNER: �C w I /zee:, CONTRACTOR: E ❑OTHER ARCHITECT / ENGINEER: 9. NAME: f I f cub, C` , 15. COMPANY NAME: 23. COMPANY NAMEf J ` rt. A `STO/J2 GR� 0 cow 44t4 4a.coi j � a /� (� _/ et ' a ` -` 16. NAME: r 24. LICENSEE NAME: lT ! 'L (� t_c I..1fJ A ML- 1ZSUn� 5810.4 COTE/AL ICK R,IT , Ia+tql 10. ADDRESS: / / ,p 1 7. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICEN N/ : 23 D f (Id e l r'` L C CGC L Ot.i31 // AA 240 014.0, 4.844246 2(o c 18. ADDRESS: Z-S` S G 12 26. ADDRESS: 13500 Svfl'e�P Kbe.S. /`ftuv)7'(- 'e'LC, r 1 ' S tt.o c. ;�� P o� - Vt VG0itra 13C1 , Kt.... ? S F4. ;ZZZ'I 11. OFFICE PHONE: 12. FAX NO.: 19.OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: ' 28. FAX NO.: LfZl - 4o 2 14. - cf o i 2 t3S- z i -- 1 I "285- 1 to14 g04223•T5144 let. 223. Tofu' 13. C LL PHONE: 21 . ELL PHONE: 29. CELL PHONE: cc`I f ` WI - 5 3"1- 32 14. EMAIL AE/DRESS: . „,, .! f 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: h L r et T CP'•�h+ef.(Gt / 4t . , 1 4 '1 nke�ni1 o ter$on l° �r�►�D 4-0/4 15COTI, aCATS R1rstAliC1 .COMA FEE SIM TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: (IF OTHER THAN OWNER) ". . 31. NAME: PI 4 33. NAME: N' 35. NAME: i Ar 32. ADDRESS: N b, 34. ADDRESS: A 36. ADDRESS: /f4 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Alr Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR Q , (If Agent, Power of Attom' , or Agen Letter Required)) (Qualifier Only) Q Si QV . �' / 1 ��t ` /0 7 Signed 0 te: �/ -z0-0.7 Before me this 9 ' J day of • 1 :4- C Q , 2009 in the county of Before me this 2 ` • ay of ►� ,' 4 14009 in the county of Duval, State of Florida, has personally appeared Duval, State of Florida, has personally appea ° =d herin by himself / herself and affirms that all statements and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate. 11 - r - �, 111� true and accurate. .."4.;( .."4.;( ( � 4.4 7 `� , Notary Public at Lar •a State of .. A-• • . . , • F.i V Notary Public at Large, State of �.� County of a � : , u ERESI A. L O V E E:11-1 Pew T r „. _ • • T-.', N JI.'i� 7.1.,,,,, T .T Produ r r!' "tom_ y 4 V1 4 Notary SI 1 7 � .� ' e l a!,"' . , •_ Notary 8 , , a 1 �i� .1.. , ■ M [ ntAti rt ■ ■■ . , _ 4 i 4 - rl;± Rtu OO1m ` p YR O A %OWED THROUGH -. I l l v a : k x A A ► 7 7, 1 .. A • 4t 1 ,,. RU INSURANC2COMPIN a BLDGO1 Permit Application Bldg: REVISED: 12/18/2008 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 Fax (904) 247-5845 "��,t �;� E -mail: building- dept @coab.us Date routed: 7 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C2Z3 / 7 d /Fes Ji/ D_ • - ment review required Yes No Applicant: fia c7:177/14 91-oat lannin • : • l Tr- - A dministrator Project: A y 3E iEl ` olio Works 9 41 Public Utilities ��a 1 . Public Safety V Fire Services 2 hvn a3 ,,,. P�.T Revlevu fee x ° �.. 4 . Dept,Signa ti Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: • APPLIC ON STATUS Reviewing Department First Review: pproved. ['Denied. (Circle one.) Comments: BUILDING LA ING & ZONI - Reviewed b : bn— Da te: f' /�'v Y / 9 L TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 '' CITY OF ATLANTIC BEACH 09- • t" . 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 3223 • \ 1� I ( I I i 'cr 0 OFFICE: (904)247 -5826 • FAX N0. ;(904)2475845 L BUILDINGDEPT@COAB.US =_ ' BUILDING PERMIT APPLICATIO DUVAL COUNTY 1. JOB ADDRESS: 2. VALUATION OF WORK: 3. SQ. FT. UNDER ROOF 2 3 iq ,;- d/d (e✓`s" Lem e f-f efet44, - 1c, 4. LEGAL DESCRIPTION: LL 147 aced., I � 0p 02 .0 J - 2 . 9 r ©q .J _�p I E 5. CLASS OF WORK: 6. U E OF STRUCTURE: LOT8 G U/ / / 6 / ( y f i V � I ❑ NEW BUILDING ❑ DEMOLIT iESIDENTIAL CC li ADDITION ❑ CONVERTING USE ❑ COMMERCIAL 7. CO COMPANY NAM DESCRIPTION j OF WORK: If. ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SPRINKLER: r � bPROPERTY OWNER: e` w 1 ^Y� © CO OR EIR ❑ OTHERSPAA ENGINE ER: i�rilA � 9. NAME: 1 15. COMPANY NAME: 23. A �U../. ' l I I f l tGfa rLA 4.S ?OIJ� G P-0 J 000W ' I a r tf c fr e ` - 16. NAME: r 24. LICEN N � ✓/'7Q�1 f�LT v RF 1, �Lc IJ►J A Mtt12SDrJ 6810.4 CATesktICKR,eratVI 10. ADDRESS: / 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICEN N 23 / , / /4 f e ^ d' L CGC ISOcoi31 /� AA24oO1 (p(pp, 8 ` / /� ` , Sc. A RESS (o -r S o Y1 et g `C 26. ADDRESS: 1 1500 Swart P4spa. b*. S. d it `fLti✓) - j'r6 �S �: i. 4 �1 It 3.1 Port -C�e V�.i '► I3d 1 k. 3-10( a. 32ZZ'I 11. OFFICE PHONE 12. FAX NO.: 19.OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: 442 / - 0 -- t z1 --�62O 1288- 2Z 12 85- t 1014 404223.7 N tel. 22 3 . 70 sq 13. et PHONE: 21. ELL PHONE: 29. CELL PHONE: � (vS " 2.-0 l 1txt- 5 31- 3231.. J 14. E LAD RESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: et r eiel a Ci (�? h 1' f 4 f t • n e - f �kc In n a, M, e r S t° liahPP, c. 'DC.OTI COTO RgJlaad . COM FEE SIMPLE TITLE HOLDER: BONDING COMPANY: MORTGAGE LENDER: OF OTHER THAN OWNER) 31. NAME: _r fia. 33. NAME: N' 35. NAME: /� 32. ADDRESS: � / 34. ADDRESS: 36. ADDRESS: >J I P* M //4. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT CONTRACTOR t� (1 / / Agent. Power� of Attom- orAgen Letter Required) (Qualifier Only) Q Signed: 41 ,' 11'- ^ 1 Ate: 812-I / / Ci / Signed D te: a - Z D'- °C ) Before me this 9- 1 day of ' Lt Q , 2009 in the county of Before me this ay of�i009 in the county of Duval, State of Florida, has personally appeared Duval, State of Florida, has personally appea d herin by himself / herself and affirms that all statements and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate. 4 . , Davx_t_ true and accurate. /1 Notary Public at L are State of &-• . , .. Notary Public at Large, State of 4 " �( 1 County of �` � Sit orson ❑ Prod • � •'''''''t* , � w ESITA A. UNVE ❑ Prod r . " ,. � /. ,: R'L_. Notary Si jj',ppiG ', 5 1; 4"" ' S ' ... 0 Notary $ ' . . . «� / +_ _ a 1L • , r .,(.. . ' r RD INSt�ANCEOSiMA a I s ' 0 F BO ® TfI0Ud1 1► t7nX4a 4.4a, , 11* A .AI FLORIDA 'fl Ct]M�IM , BLDGOI Permit Application Bldg: REVISED: 12/18/2008 / L.A4-,.. 4., City of Atlantic Beach APPLICATION NUMBER ,S, 5 r� Building Department (To be assigned by the Building Department.) - � ` € x f 800 Seminole Road + ,. ,_ Atlantic Beach, Florida 32233 -5445 { Phone (904) 247 -5826 • Fax (904) 247 -5845 ©v ` �� i y r Email: building- dept @coab.us Date routed. City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Q73 / 1 /dd/tA 1,„/± D ment review required Y es/ No V Applicant: /2aq 71/''4 9rt u c t annin• & Zo - re eAdministrator .. Pub Works Project: / A d £d d Ail 9 C Public Utilities 7,01 Public Safety Fire Services Reviewf $ a „ ' ,, _ .� � = ..., Signat ,. , ., w ` .. Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ['Denied. (Circle one.) Comments: BUILDING c� PLANNING & ZONING Reviewed by: Date: /l VOr TREE ADMIN. Second Review: ['Approved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05114109 ARCHITECT /ENGINEERS CERTIFICATION . -COASTAL CONSTRUCTION GQDE FOR ALL MAJOR STRocTURE$ To BE LOCATED MITUIE ITT OF ATLANTIC BEACH, FLORIDA APPLICANT'S NAHE o S PHONE NO:L`_ $-ot ±'DATE - pwNER NAtlE:W �I�IpIA_�_� c�1!` TALC NQ.: _ TYPE OF PROJECT: maw Home ( )Residential Addition ( )Garage ( )Pool ( )New Commercial ( )Commercial Addition ( ) other • 911 STREET ADRESB: ( ) War 'claim the structure be exempt as follows: ( ) Garage with no provision for occupancy - detached one and two family only ( ) Pier, Dock, •tc. • ( ) Other (Specify) - i also certify that no structure listed above may be remodeled or converted to a non - exempt uae without being upgraded to fully comply with the ordinance. signed: - - .. -- - Dat`j --- CERTZPICATION This certifies that the plans and specifications submitted and sealed by the undersigned meet all criteria aet forth by the City of Atlantic Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Construction code, but meet. all the other requirements of the City of Atlant•.4 Beach Building Code, ( ✓) The structure including foundation, frame, roof decking. exterior walls and floors has been designed for wind loads of 110 mph, with all desig complying-� the 19 'T7, Chapter 12. standard Building Code. � -5 - Ra ) - (✓" Windows, doors and all other exterior devices comply with the 110 mph wind load. (✓) The structure is located outside the area affected by wave forces, OR ( ) The structure is capable of withstanding wave forces resulting from a wave crest height of feet above HSI. including uplift forces. ( ) The structure is located in FIA Zone A and the foundation design has considered poseible exposure to water and erosion, OR . . (14 The structure is located in PIA Zone X and the foundation w i l l not be exposed to hydrodynamic, hydrostatic loads or water scour, OR t. IM 7 Foundation design has been completed with floor elevation above the specified stillwater_ele.vati,on, and to resist wave hydtodynamic, hydrostatic and wind loads acting Simultaneously with dead loads. Erosion computations for the foundation design have taken into account the projected 30 -year erosion losses from. a 100 year storm event and all vertical and lateral erosion including scour caused by the structural components. 4 • ii (✓S No excavation of dunes is included in this proiectt. on MAP SHOWING SURVEY OF • L (5T 55 . OCE40WALK C.IIU(T 0&/E AS RECORDED IN PLAT BOOK 42. PAGES I- ►F(InCw5tve -) OF THE CURRENT PUBLIC RECORDS OF DI-"44 L COUNTY. FLOF 1 CERTIFIED TO \ / 5G4(..E? 1': 5o i F . Q S w� ( s o . (10.405) _ 00.4 GPP[oX. o PVM'f 00.77) -Tb 9 OF Cue Ib - (1012) 11 • ► J.O' O2'44'E . C. (11.2) 80• C7 (11.4) C. Z • IP. lao, vs)) 11 luo.3398) - 75.00' ( 15 Ps F�ICJ./ A-!A P K (lo ) 3) (IZ.V..) 9 14 . 0 1 , 8) Goa no;L /n 8 rWL■ o. 12.0 • 1...0 1 ,ti n io • O4C ; e(.6v.(�4.68) ( • • II P IZ lob• W L. . 1 ( of eJ kl (9.3)(9. o) (B:2) ., 1U .. . 13'f". ‘.. •••• d Twin O. IZ• . O • N" , tl R (3 -n -) W • • •8•o N N Io• • VP • I4•r• • (Ni in 1�j • 12•P (n h i 1L•P 14•r • 7 Ij•p V) V) r r te _ o,• r r (e .re; 8)1.0 (s 3) (5 3�^ (5 0 TdPPeox • 6OGE r (5 . 4) OF w14, re. e L o -r L o r Iz •r • • It•v. 5 (0 3 r 8 a "P ' i!1 5 4 3 M •11 "P 12 •r • ca. 3) (1.4) ( " - I � • o (B. z) r` r *if I ?. 13- x.. -•i1 N LSI �. o O. !) • 1o•r 0 . o ID • 13 . 1 . CO CO .__ �. ---r V) .Ix •r 4•'o• • 6. ,) . 9 1 Zro k — „, n o • 3 1 5' VEG E TA - r - 1 IJ D (3u � %P2 1 V4 o.8_ -f 17., X TtIiCi O. / CCi,Mleo 0 . in • C' ' 6.O (11.x) (14.1) (1'1. )75' Mow- ACGE5S ES•'T. 1 2•L. 7.0 • yz•v. s.s.$) 5 .0 ° 01 . 41'8. 80•0 •B•o• (s.s.s.) 1 7—PEES SEM i kioL,e. 13 EACN ROAC = ',1E (Cou NTy eOA 0 ,Jo. (ao8) (loo - e /cw) CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 93 y ( 7 / 1.7t?L E/. .. J 4'1-Air Date �'s -A -`7V Heated Square Footage 3\s' 7@ $ .6 - 5 -,60 per sq ft = $1 CIS i° arage hed S @ $ f V per sq ft = $ lb S Carpor 3 o @ $ 1 3 i 0 O per sq ft = $ Li I g 6' 6 Deck 0 @ $ a per sq ft = $ Patio 0 @ $ O per sq ft = $ TOTAL VALUATION: $ g / O t .5q / ate 13 ` I. b 0 - c" $ 460 P Total Valua ion 1st $ VDC.,EDoL, 333 ,� (IO) 33 c.3 $ Remaining Value $3 per thousand or portion thereof TOTAL BUILDING FEE $ 7 Y S.' + 1/2 Filing Fee $ 3y6 - -)° (() Fireplaces @ $15.00 $ /. ,r 0 BUILDING PERMIT FEE $ /i ce'i Yo WATER IMPACT FEE $ - 7-0.00 SEWER IMPACT FEE $ 05 WATER METER /TAP $ eS. O CAPITAL IMPROVEMENT $ .` a- ,� .. O 0 SEW R TAP $ a OWISI) RADON (HRS) .0050 $ ;111411Z SECTION H PAVING ( ) $ HYDRAULIC SHARES $ — 0 ' CROSS CONNECTION $ �• (a88I) SURCHARGE .0050 $ /2.4 7 OTHER $ GRAND TOTAL DUE $ 3 ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 3 BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) f d WATER CLOSET WATER CLOSET, TANK OPERATED (4)C-/ VALVE OPERATED (8) 6 BATHTUB /SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) / SHOWER STALL DOMESTIC (2) Z 1 LAUNDRY TRAY (2) L--- LAVATORY (1) .2- C COMBINATION SINK AND TRAY (3) ( WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) ( DISHWASHER (2) 2-- WASH SINK EACH SET OF FAUCETS (2) 0 KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) 0 URINAL STALL, WASHOUT (4) BIDET (3) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER /BEAUTY / ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) ( JACUZZI (2) �.. 0 URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 3 Y. @ $20.00 EACH $ T- 0, 0 0 JOB INFORMATION - F /Pf7L f ��1'_` Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A -93 Residential Component Prescriptive Method A NORTH 1 2 3 • PROJECT NAME: _ BUILDER: \ 1J L� L( ' C t Z C AND ADDRESS: PERMITTING CLIMATE n 'Y' . m c OFFICE: LP ZONE: 1 l l 2 C 3 X OWNER: PERMIT NO.i 1 1 1 1 1 1 1 1 JURISDICTION NO:.1 C ( 0111 \ 1010 l Please Print CK 1. New construction or addition 1. N.C. 2. Single family detached or Multifamily attached 2. S o V 3. If Multifamily -No. of units covered by this submission 3. 4. If Multifamily, Is this a worst case (yes / no) 4 . 5. Conditioned floor area (sq. ft.) 1 354 6. Predominant eave overhang (ft.) 6. Z . 0 7. Porch overhang length (ft.) 7. Li ° Z- 8. Glass area and type: Single Pane Double Pane a. Clear glass 8a. sq. ft...38 ( 4 sq. ft. b. Tint, film or solar screen 8b. sq. ft. Vo sq. ft. 9. Floor type and insulation: a. Slab on grade (R -value + perimeter) 9a. R= S/S ?S Z 1. ft. b. Wood, raised (R -value + sq. ft.) 9b. R= , sq. ft. c. Concrete, raised (R- value) 9c. R= sq. ft. 10. Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R- value) 10a -1 R= sq. ft. 2. Wood frame (Insulation R- value) 10a -2 R= \\ \Sin sq. ft. 3. Steel (Insulation R- value) 10a -3 • R= sq. ft. 4. Log (Insulation R- value) 10a -4 R= sq. ft. b. Adjacent: 1. Concrete (Insulation R- value) 10b -1 R= sq. ft. 2. Wood frame (Insulation R- value) 10b -2 R= \\ t74 sq. ft. 3. Steel (Insulation R- value) 10b -3 R= sq. ft. 4. Log (Insulation R- value) 10b -4 R= sq. ft. 11. Ceiling type area and Insulation: a. Under attic (Insulation R- value) 11a. R= 3 2�3 3 sq. ft. b. Single assembly (Insulation R- value) 11b. R= sq. ft. 12. Air distribution systems . a. Ducts (Insulation + Location) 12a. R= (P , (condJ .) b. Air Handler( Insulation + Location) 12b. R= 1 4 Z-, (condi 13. Cooling system ' (Types: central split, central - single pkg., room unit, PTAC., none) 13. T • e: C `Pt - .. C " EER/COP: \O . () 14. Heating system: ;,, 14. Type: N\ 5A"'C vo .c , (Types: heat pump, elec. strip, nat. gas, L.P. gas, room or PTAC, none) CLIP OP /AFUE: (p 15. Hot water system: 15. Type: 1 c.l.L -CC' iL. (Types: elec., natural gas, solar, L.P. gas, none) EF: ■ 9 t 16. Hot Water Credits: a. Heat Recovery (HR) 16a. b. Dedicated Heat Pump(DHP) 16a. 17. Infiltration practice: 1, 2 or 3 17. - 18. HVAC Credits (Type in Letter designation: CF- Ceiling Fan, CV-Cross vent, 18. CC Z. HF -Whole house fan, RB -Attic radiant barrier, MZ- Multizone) 19. EPI (must not exceed 100 points) 19. _ c I (0 . 9 l a. Total As -Built points 19a. 56;44-.5 b. Total Base points 19b. 5 S1 9 1 hereby certify that the plans and specifications covered by the calculation are In compliance with the Review of plans and specifications covered by this calculation indicates compliance with Florida Energy V7/ the Florida Energy Code. Belore construction la completed. this building will be inspected PREPARED BYt „ 4 ` ( /" DATE: Y�/ 9 11 for compliance In accordance with Section 553.908. F.S. I hereby certify that this building la in compliance with the Florida Energy Code. BUILDING OFFICIAL: OWNER AGENT: DATE: DATE : ' .. 1 w Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A -93 Residential Component Prescriptive Method A NORTH 1 2 3 PROJECT NAME: BUILDER: ViILLCON c AND ADDRESS: PERMITTING CLIMATE n n 7 m Vkt:_.S , OFFICE:7 L .i\.- Ca.c._./p+& ZONE: 11 1 2 I 13 X OWNER: PERMITNO.: I i 1 1 1 1 11 JURISDICTIONNO.: I2_1 ( 1 1 1 1 to to Please Print CK 1. New construction or addition 1. tJ. C. 2. Single family detached or Multifamily attached 2. S v - . 3. If Multifamily -No. of units covered by this submission 3. 4. If Multifamily, is this a worst case (yes / no) 4. 5. Conditioned floor area (sq. ft.) 5. - 3547 6. Predominant eave overhang (ft.) 6. i . Z 7. Porch overhang length (ft.) 7. 8. Glass area and type: Single Pane Double Pane a. Clear glass 8a. sq. ft. _32 ( 4 sq. ft. b. Tint, film or solar screen 8b. sq. ft. ■b sq. ft. 9. Floor type and insulation: a. Slab on grade (R -value + perimeter) 9a. R= 95 , ?..S Z I. ft. b. Wood, raised (R -value + sq. ft.) 9b. R= • sq. ft. c. Concrete, raised (R- value) 9c. R= , sq. ft. 10. Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R- value) 10a -1 R= sq. ft. 2. Wood frame (Insulation R- value) 10a -2 R= \\ \5$9 sq. ft. 3. Steel (Insulation R- value) 10a -3 R= sq. ft. 4. Log (Insulation R- value) 10a -4 R= sq. ft. b. Adjacent: 1. Concrete (Insulation R- value) 10b -1 R= sq. ft. 2. Wood frame (Insulation R- value) 10b -2 R= \\ Z74 sq. ft. 3. Steel (Insulation R- value) 10b -3 R= sq. ft. 4. Log (Insulation R- value) 10b -4 R= sq. ft. 11. Ceiling type area and insulation: , a. Under attic (Insulation R- value) 11a. R= 3 0 2:2 3, sq. ft. b. Single assembly (Insulation R- value) 11b. R= sq. ft. 12. Air distribution systems . a. Ducts (Insulation + Location) 12a. R= , (cond./ Z..) b. Air Handler( Insulation + Location) 12b. R= 141, 2--, tcondJ, 13. Cooling system , (Types: central - split, central - single pkg., room unit, PTAC., none) 13. T • e: C tiJTR AL. "4 EER/COP: \O .0 14. Heating system: 14. Type: \ wwv. p it (Types: heat pump, elec. strip, nat. gas, L.P. gas, room or PTAC, none) 1150 OP /AFUE: L,v ,A 15. Hot water system: 15. Type: c.l - t..C' Rir. (Types: elec., natural gas, solar, L.P. gas, none) EF: + G t. 16. Hot Water Credits: a. Heat Recovery (HR) 16a. b. Dedicated Heat Pump(DHP) 16a. 17. Infiltration practice: 1, 2 or 3 17. Z 18. HVAC Credits (Type in Letter designation: CF- Ceiling Fan, CV -Cross vent, 18. C Z- HF -Whole house fan, RB -Attic radiant barrier, MZ- Multizone) 19. EPI (must not exceed 100 points) 19. - G I t0 .' t R a. Total As -Built points 19a. 5 (o4 45 b. Total Base points 19b. 5 S 19 5' 1 hereby certify that the plans and specifications covered by the calculation are In compliance with the Review of plans and specifications covered by this calculation indicates compliance with Florida Energy � the Florida Energy Code. Before construction is completed, this building will be Inspected PREPARED 6Y DATE: 9/ Z-7 / 9 LI for compliance in accordance with Section 553 .908, F.S. I hereby certify that this building Is in compliance with the Florida Energy Code. BUILDING OFFICIAL: OWNER AGENT: DATE: DATE: EPI= 96.99% ENERGY CODE SECTION 6 NORTH ZONE 1,2,3 600 -93 WILLIAMS ATLANTIC SUMMER CALCULATIONS DEEM RES., ATLANTIC B AS BLT SMR. GLASS BASE SUMMER GLS SOF GLASS ORNT. AREA SPM BASE PTS ORIENT. AREA DBLCLR '(9B) SMR PTS N 88 65.8 5790 N 88 38.3 0.87 2932 NE 65.8 NE 57.7 E 183 65.8 12041 E 81 79.7 0.86 5552 SE 65.8 SE 79.1 S 20 65.8 1316 S 20 66.2 0.77 1019 SW 65.8 SW 79.1 W 93 65.8 6119 W 78 79.7 0.86 5346 NW 65.8 NW 57.7 H 16 65.8 1053 H 16 195.3 1.00 3125 E 102 79.7 0.39 3170 W 15 79.7 0.68 813 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE SP SUBTOTAL .15 3547 400 1.33 26319 35008 21957 AS BLT COMP. SUM PT BASE COMP. MULT. SUMMER DESC. AREA MULT. SMR.PTS. DESC. AREA (9C -9G) POINTS WALL WALLS EXT. 1589 0.90 1430 ADJ. 274 0.70 192 2X4WDFR R11 1589 1.7 2701 ADJ 2X4 R11 274 0.7 192 DOORS DOORS EXT. 102 6.10 622 EXT WD 102 6.1 622 ADJ. 22 2.40 53 ADJ WD 22 2.4 53 CEILINGS CEILINGS UN.ATC. 2796 0.60 1678 UNDRATC R30 2839 0.6 1703 SGL.AS 0.60 KNEE R19 762 1.1 838 FLOOR FLOOR SLAB 252 -37.00 -9324 SLAB R -0 252 -41.2 -10382 RAISED -3.99 INFIL. 3547 8.00 28376 # 2 3547 8.0 28376 TOTAL COMPONENT BASE SUMMER POINTS TOTAL AS BUILT SUMMER POINTS TOTAL 58035 TOTAL 46060 COOLING TOTAL BASE AS BLT DM CSM CCM AS BLT SYSTEM BSC CSM BS PTS CLG PT SMR PTS '(9H) (9K) (9L) CLG PTS 0.37 58035 21473 46060 1.10 0.34 0.95 16365 HOT WTR NBR BASE BASE AS BLT NBR HWM HWCM AS BLT SYSTEM BDRMS HWM HW PTS HW DES BDRMS (9M) (9N) HW PTS 5 3803 19015 ELECT. .91 5 3678 1.00 18390 WINTER CALCULATIONS AS -BLT. WTR. GLASS BASE WINTER ORIENT. GLASS WOF GLASS ORNT. AREA WPM BASE PTS AREA DBLCLR '(9B) WTR. PTS N 88 -10.6 -933 N 88 7.3 1.19 764 NE -10.6 NE 4.6 E 183 -10.6 -1940 E 81 -9.2 0.62 -462 SE -10.6 SE -22.7 S 20 -10.6 -212 S 20 -28.4 0.87 -494 SW -10.6 SW -22.7 W 93 -10.6 -986 W 78 -9.2 0.62 -445 NW -10.6 NW 4.6 H 16 -10.6 -170 H 16 -45.0 1.00 -720 E 102 -9.2 -0.96 901 W 15 -9.2 0.12 -17 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE WP SUBTOTAL .15 3547 400 1.33 -4241 -5641 -473 AS BLT COMP. WTR PT BASE COMP. MULT. WINTER DESC. AREA MULT. WTR.PTS. DESC. AREA (9C -9G) POINTS WALL WALLS EXT. 1589 2.2 3496 ADJ. 274 3.6 986 2X4WDFR R11 1589 3.7 5879 ADJ 2X4 R11 274 3.6 986 DOORS DOORS EXT. 102 12.3 1255 EXT WD 102 12.3 1255 ADJ. 22 11.5 253 ADJ WD 22 11.5 253 CEILING CEILINGS UN.ATC. 2796 1.2 3355 UNDRATC R30 2839 1.2 3407 SGL.AS KNEE R19 762 2.0 1524 FLOOR FLOOR SLAB 252 8.9 2243 SLAB R -0 252 18.8 4738 RAISED 0.96 INFIL. 3547 7.4 26248 # 2 3547 7.4 26248 TOTAL COMP. BASE WINTER POINTS TOTAL AS BUILT WINTER POINTS TOTAL 32195 TOTAL 43817 HEATING TOTAL BASE AS BLT DM HSM HCM AS BLT SYSTEM BSC HSM BS PTS HTG P WTR PTS '(9H) (9I) (9J) HTG. PTS. 0.55 32195 17707 43817 1.10 0.50 0.90 21689 TOTAL BASE BASE BASE TOTAL AS -BLT AS -BLT AS -BL TOTAL COOLING HEATIN HT WTR BASE COOLING HEATING HT WT AS -BLT POINTS POINTS POINTS POINTS POINTS POINTS POINT POINTS 21473 17707 19015 58195 16365 21689 18390 56445 PREPARED BY ENERGY DESIGN SYSTEMS 904- 287 -5339 ADDITIONAL TABLES CLIMATE ZONES 1 2 3 6A -18 HEATING CREDIT MULTIPLIERS (HCM) SYSTEM TYPE HEATING CREDIT MULTIPLIERS (HCM) Attic Radiant Barrier HCM .98 • Multizone HCM .90 _ Natural Gas AFUE .68 -.72 .73 -.77 .78 -.82 .83 -.87 .88 -.92 .93 & Up ' HCM .59 .55 .51 .48 .45 .43 LP Gas HCM . .79 .74 .69 .65 .61 .59 -. 6A -19 COOLING CREDIT MULTIPLIERS ',CCM) SYSTEM TYPE COOLING CREDIT MULTIPLIERS (CCM) Ceiling Fans .86' Cross Ventilation .90' •Credt may be taken for only Whole House Fan . one of these system types concurrently. Multizone .95 Attic Radiant Barrier .95 6A•20 HOT WATER CREDIT MULTIPLIERS (HWCM) . SYSTEM TYPE HOT WATER CREDIT M ULTIPLIERS (HWCM) Heat Recovery Unit With Air Conditioner Heat Pump HWCM .62 .58 Dedicated Heat Pump EF 2.0-2.49 2.5-2.99 3.0-3.49 3.5 & Up HWCM .44 .35 .29 .25 A HWM MUST BE USED IN CONJUNCTION WITH ALL HWCM. SEE TABLE 6A9. EF MEANS ENERGY FACTOR. 6A -21 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 sack (includes sliding glass doors). Exterior & Adjacent Doors 606.1 Maximum of 0.5 CFM per sq. ft. of door area; solid core, wood panel, insulated or glass doors only. N Exterior Joints & Cracks 606.1 To be caulked, qasketed, weatherstripped or otherwise sealed. PRACTICE #2 606.1 COMPLY WITH #1 AND THE FOLLOWING: Exterior Walls and Floors Top plate penetrations sealed. Infiltration barrier installed. Sole plate/floor joint caulked or sealed. " Exterior Walls & Ceilings Penetrations, joints and cracks on interior surface caulked, sealed or gasketed. ti Ductwork Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air, doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 606.1.A.2 Combustion Heating Combustion space and water heating systems provided with outside combustion air, except direct vent appliances PRACTICE #3 606.1 COMPLY WITH PRACTICES #1 AND #2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls Top penetrations sealed or joints & cracks on interior walls caulked, sealed or gasketed. Recessed Lights Sealed from conditioned & insulated from ventilated attic spaces. Ductwork All ductwork located in conditioned space. Combustion Appliances Be in unconditioned space (except direct vent), draw air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -11. Switch or clearly marked circuit breaker (electric) N or cutoff (gas) must be provided. Extemal or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. HVAC Duct Construction 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, Insulation & Installation sealed, insulated, and installed in accordance with the criteria of Section 610. Duct in unconditioned space 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. c ■1 Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11 -6 DATE: 4/27/94 MANUAL "J" SUMMARY REPORT Prepared For: Prepared By: WILLIAMS ATLANTIC R.B. Ellis Energy Design Systems Job Name: DEEM RES., ATLANTIC BEACH **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DESIGN CONDITIONS For ATLANTIC BEACH FL. OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 29 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor ( %) 5 Latent Factor ( %) 29 **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM WHOLE HOUSE 61355 2045 53343 2223 HEATING COOLING DELTA T 43 DELTA T 23 NOTE:* *Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. * ** PREPARED BY ENERGY DESIGN SYSTEMS 904 - 287 -5339 DATE: 4/27/94 MANUAL "J" DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: WILLIAMS ATLANTIC R.B. Ellis Energy Design Systems Job Name: DEEM RES., ATLANTIC BEACH ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** EXPOSURE GLASS NORTH SOUTH EAST WEST NE /NW SE /SW HORZ TOTAL AREA 88 20 183 93 16 400 COOLING 2200 800 13542 6882 1152 24576 HEATING 2816 640 5856 2976 624 12912 WALLS TOTAL AREA 1863 1863 COOLING 4658 4658 HEATING 7452 7452 DOORS TOTAL AREA 124 124 COOLING 1637 1637 HEATING 2567 2567 FLOOR AREA COOLING HEATING SLAB 252 9173 RAISED WOOD CEILING AREA COOLING HEATING UNDER ATTIC 2839 6814 6814 SGL ASSEMBLY KNEE WALL 762 1753 2057 MISCELLANEOUS COOLING LOADS People Sensible Load 1800 Latent Load 6584 Lights & Appl. Load 1200 Latent Safety Btuh 329 Ventilation Load Duct Heat Gain 4365 Infiltration Load 4209 Sensible Safety Btuh 2332 TOTAL SENSIBLE LOAD 53343 TOTAL LATENT LOAD 6913 Summer ACH 0.4 Temp. Swing Mult. 1.00 * ** Total Cooling Load 60256 BTUH Or 5.02 Tons * ** MISCELLANEOUS HEATING LOADS Infiltration Load 15508 Ventilation Load Duct Heat Loss 2049 Safety Btuh 2824 Winter ACH 0.7 * ** Total Heating Load 61355 BTUH Or 5.11 Tons * ** • GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI D CA Form 600A -93 )6.99% Or Form 600B -93 excellent good acceptable 0 10 20 30 40 50 60 70 80 90 100 I 1 1 1 1 1 1 1 1 i _ 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 DBLCLR WINDOWS SINGLCLR DBLTINT 1 1 1 I UNDRATC R30 INSULATION KNEE R19 Ceiling R -Value R -10 I R -30 1 Wall R -Value 2X4WDFR R1 Ro Ra 1 1 I Floor R- Value SLAB R -0 R-0 R -19 i 1 r I l AIR CONDITIONER SEER / EER 10. 10.0 SEER 17.0 1 I 9.7 EER 16.0 HEATING SYSTEM Electric COP / HSPF 6. s 0 6.8 HSPF 12.0 Gas AFUE .76 AFU 1 .90 WATER HEATER ELECT. .91 Electric EF 66 .96 Gas EF 64 .90 Solar EF 40 1 1 .00 OTHER FEATURES MZ 1 1 I 1 l / certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: DEEM RES ATLANTIC BEACH Sgnature: WILLIAMS ATLANTIC Date: 4/27/94 ATLANTIC BE FL City /Zip Florida Energy Code for Building Construction -1993 Florida Department of Community Affairs FL -EPL CARD 93 CITY OF it,..•i :11 i Y DESCRIPTION + , 1 ...,. , ,_ G 14041 si.■11 \tII 1. Hti \1 . a IJlcck I Section 8 .. .. __ J , 4 1994 ,t I•It• 141.41 11. FI i + ::r <.,. ('/ "�) 9 11.1.F:PU()\F. I O1) a7 -.Soft ;uDdl.viuion: _ _.. FAX (91111 247 el 4( / Building and Zonin 0 v ;t: Set Ban+o ,� �� DESCRIPTION OF WORK :r ACdreca: ,71DL14�7'-5..__ �" �{. E If in a FLOOD HAZARD '1ccJ one: urea compiute page 3. Brief Descriptions _ 300C/ _ ��,_ t fiiii.. • Clone of Work: _ 1 Nev /Remodel /Addition)__i _____ ONING INFORMATION Type of r • Construction: Ur?: FRAII.{•t o:r:ng (•.. Proposed r lstrIct: KKKK Uses Estimated Value $___L,K ____ xceptiona or Y \ Naterialss C eriances Granteds 0.) ,e - "��� - r �' - ` " " " -` Solid or Filled Urounds_$titrA_____Roof: C 2 5JI /Ll • OWNER INFORMATION � Method of Hastings _ ' Property Ovners_L.IkA.h.. + -Loh.. `],_ Phone /_7t5. _. Moiling Address_____ _ t _ : g.7 art t ! Sgy {F1,� .0 7 . P1,4 3 -2 -2- 44 zip: '3 2 2- tom • CONTRACTOR INFORMATION • Contractor:__ - L0).L __ .,166 C Phono • 2 b Mailing 1 ,...� ��- b Addre p ss ___ \ �L. 7, ___ �11L_ __c c- 42.0�A ._2?.►L _ FIB zip= 322010 c..3C �-2 2c� k Expiration _ i License Numbers J Dates_� VIVA I HERESY CERTIFY TWAT I NATE READ AND EXAMINED TRIO APPLICATION AHD KNOW TNC TAPE Tr IF T AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES OOVCRHINO THIS TYPI (V W(,rr, ,, ~� � � cOMPEo trXTN, WNETNER SPECIFIED MERSIN OR NOT. TNC GRANT /NU Of A ; 'On UOL Ir: • LI GIVE AUTHORITY TO VIOLATE ON CANCEL THE PROVISIONS OF ANY rEUERAL. STATE ON LG� :At t 1� !• REGULATION3. ORDINANCES. ON LAWS IN ANY MANNER. INCLUDING TIIC GOVFRHINn OF COHr.TRf •: Th ... , • ..\.. PERTORMANCE OF CONSTRUCTION OP TNIt PROJECT. 1 UNULNI.TAND THAT THE 15 ::DANCE or Tr.t : rt • ♦ • 1.. . CONTINGENT UPON THE ASOVE VNFOSINATIOH SEIHO *roue AND CORRECT AND THAT THE PLAN': AND ,'r �'` .; , . DATA HAVE DEEN OR SHALL SE PROVIDED AD REQUIRED. i r .% \, I Ovner Signsture t_ (1 11/ 'vy..s_____._._--_ _____ Date Cl '�._ Z 'q • • t ...„..__.... Contractor Signature_ ..)ate __ '—' I _4. f 21 q 6 TREE REMOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINESS TUESDAY BEF RE THE MEETING! L Dc--E■kk_ s N)4,,A.4444, Arti Property Own is Name Address Telephone 1 . L - - 4 ==' S ©- N (A)46.1.K- U/V t(~ 1 Location of Tree Removal /Site Alteration SECTION B - (To be completed by applicants whose property is zoned residential, includes an existing dwelling, and which is not presently owner - occupied) 1. What changes are proposed to the above sRecified site? 2. What is the purpose of hese proposed changes? pO0 SQ . � e s d� -•-L�° . 3. Specify trees proposed for removal as follows: —Tree Count Species - Size(DBH x HGT) Condition ti 04J(. 5 g' J 9 t 1 /6 2 -rl 2 — sick_ Z' S I Ot1 J 6. 0 0 6( • 1. 1 1 1 1 4. Will these trees be relocated on the same property? tJ 5. If not, will replacement trees be planted? 6 6. Specify proposed replacement trees as follows: —T -e Count Species Size(DBH x HGT) 7. Attacn site plan. (Note: All trees propose• for removal must be marked on site by red tape or flagging). ;e6( r hatilt� ,*01 as Noted ,k r 0'0��� t . � ' t ' ; � ` Tree Remo Approved WO?, Ling t u rn ;ace �i„ Date ���� By i. iii G ases L t `'e, ,s`.;4c`� 1- IT'',` H LL ATL BCH Tun 1' .94 10:51 No .i 0F, F.0 • SECTION B - (A11 other Appli( ants) 1. Property Zoning: _es,A1` 2. Submit the following: SITE PLAN /TREE SURVEY indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w /DBH of six inches or more d) Tree species and sizes e) Trees to be rernove should be clearly marked f) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identify trees of :,l,ecial or unique characteristic i) Idenify trees within 10 feet of construction areas j) Show location and type of tree protective barriers k) Location of utilities, accesses and easements 1) Location of vehicle travel corridors m) Location of commercial sprinkler /irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage 3. All trees identified tot removal must be marked on site by red flagging or tape. SECTION C 1 agree to comply with t.r,- rules and practices established in Chapter 23, hrticie 11 of th. Code of Ordinances of Atlantic Beach. Owners Signature ate C,yy ..USE ONLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Lonservation Board. Tree Conservation Board i,esignee Date NOTE: "Tree Protection for Builders and Developers" is available at City Hall or from the Division of Forestry, 8719 West Beaver Street, Jacksonville, FL 32220. (781 -1434) "All trees to remain mu m ttbe b unk aoa e ch a minimum of 5 ft. from Tree Remov. Approved as Noted tree. Barricades must be instal B during a site clearing and remain in Place B �� �! � Aphases of construction."' p June 14, 1994 Mr. Worley: L„Ted below are the trees tagged for removal from Lot 55, Oceanwalk Unit One. Tree Type Size Oak 9" (sickly) Oak 1 1 " (sickly) Oak $„ • Oak 10" 11" Oak Palm Various (23 palms tagged for removal) Preasti L:4111 me at 701 50 if you h v,re any questions. Thank you for your assistance: Yours truly, Lisa K. Deem \1Stbe ch „ P \\ tr t0 r e Z�'m t\`e 5 `ka \ \e m c t ree bZ""vC a ar rN r e���'' .° P 0,e 6002, o\ coC \- ■c��on', ses Pi 5 (a). NAMADDRESS OF SURETY 6. NAME / ADDRESS OF LENDER INDIAN RIVER FEDERAL SAVINGS BANK J 590 BEACHLAND BLVD, PO BOX 3790 VERO BEACH, FLORIDA 32964 55 (0). AMOUNT OF BOND $ 7. Person(s) within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes are shown below: 7. NAME /ADDRESS 7. NAME /ADDRESS INDIAN RIVER FEDERAL SAVINGS BANK 590 BEACHLAND BLVD, PO BOX 3790 VERO BEACH, FLORIDA 32964 8. NAME / ADDRESS OF PERSON TO RECEIVE COPY OF LIENOR'S NOTICE 8. In addition to himself, Owner designates the person INDIAN RIVER FEDERAL SAVINGS BANK whose name and address appear in the box at the right to 590 BEACHLAND BLVD, PO BOX 3790 receive a copy of the Lienor's Notice as provided in VERO BEACH, FLORIDA 32964 C a tion 713.13(1)(b), Florida Statutes. ■ �+g. Expiration of date of Notice of Commencement (the 9. EXPIRATION DATE expiration date is 1 year from the date of recording unless JUNE 17, 1995 j a different date is specified) is shown in box at right. Signature of Owner X �J v, _ WILLIAM W. DEEM NOTARIZATION LISA . STATE OF FLORIDA COUNTY OF �' t,L,v6_� a The foregoing instrument was acknowledged before me this /4" day of — (,�-Y1 G°- / 9 / by who is personally known to me or who h�s X 1,0•- , 0 l ls a , as identification. ��: ,.° p ✓� �, 1 ,� + y •iiiL ° °° J r •i'',' C °••• '• 17 ! Notary Public 0.1-, My Commission expires: /q��; ? <a (Seal) ' 0)."••:, .. /0 ,, „, ✓ • F.' � /i`ii . � i - r' WHEN RECORDED RETURN TO: °'-` "" 'fli DRAFTED BY: MAHONEY ADAMS & CRISER, P.A. INDIAN RIVER FEDERAL SAVINGS BANK 7-0 160 X 9 O Q 1 ADDRESS, CITY, STATE CCCKSU n I I1e / L 3.1)--0 I 590 BEACHLAND BLVD, PO BOX 3790 VERO BEACH, FLORIDA 32964 © Copyright Great Lakes Business Forms, Inc. 1990 Great Lakes Business Forms. Inc. al ITEM 7107L2 (9309) • FLORIDA Page 2 of 2 pages To Order Call: 1- 800 - 530.93930 Fax 616. 791.1131 FLOODPLAIN DEVELOPMENT INFORMATION Type of Development: 23 ^ 1 Flood Zone: Required Lowest Floor Elevations c t.1 L D If building is located within a flood hazard zone, a survey aiuc;t be wade AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established fax that zone. No final inspection will be wade and no certificate of occupancy will be issued until the survey is on file with the Buildin0 Department. COMMENTS: Applicant Acknowledgements 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 development. Date 14ZZIR Applicant's Signature • Department Use Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative page 3 TREE REMOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINESS TUESDAY BEFORE THE MEETING! 2.41— S8 'eroperty Owner's Name o ; ' E •. i L Address Telephone LAD UN A--- c,-,Et" Location of Tree Removal/Site Alteration SECTION B - (To be completed by applicants whose residential, includes an existing dwellin , and whic which g is not presently owner - occupied) h 1. What changes are proposed to the above specified site? 2. What is the purpose of these proposed changes? 3. Specify trees proposed for removal as follows: — Tree Count Size(DBH x HOT)------Condition--- t 1 r � 1 4 . Will these trees be relocated on the same property? S. If not, will replacement trees be planted? 6. Specify proposed replacement trees as follows: —Tree Count Species Size(DBH x HGT) ,. Attach site plan. (Note: All trees proposed for removal must be marked on site by red tape or flagging). SECTION B - (All other Applicants) i. Property Zoning: 2. Submit the toliowing: SITE PLAN /TREE SURVEY' indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w /DBH of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked t) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) Identify trees of special or unique characteristic i) Idenify trees within 10 feet of construction areas j) Show location and type of tree protective barriers k) Location ot utilities, accesses and easements 1) Location of vehicle travel corridors m) Location of commercial sprinkler /irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage 3. All trees identified for removal must be marked on site by red flagging or tape. SECTION C I agree to comply with the rules and practices established in Chapter 23, Articie II of the Code ot Orainances of Atlantic Beach. 7 —fag Owners Signature Date CITY USE ONLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. Tree Conservation Board Designee Date NOTE: "Tree Protection for Builders and Developers" is available at City Hall or from the Division of Forestry, 8719 West Beaver Street, Jacksonville, FL 32220. (781 -1434) t CHK,D. BY OA TE JOB NO. 1 t. cp M tr41 4-k 2.0T 1 4_ -7-- — — - 44(L _ ', e: MU 4 wa-u..... • ).1,17 z.7;) ■ • I° - .4 14- • j, Lc `s 6. '20i•- Z 0 k 1:"•— Qv' 'e77 \ 5 F‘-;;:' L LI D u F30 c' 4. 'FA. v_47251 6 . 6 tr?....3.4-t.L.- E y ta, c,)v2.. C 1 '"- pc-,F I 0 A T› \l; P Loos. = Iv, or& fefrz)r 4t 1.2 1. Co ,e4Jcsgz ciL-,f... V?cs 1-0 Z. z•ti . 2,... 49-1 C._ 'TT.f - .4( 1 — • r2-- t 006 1-0 - C.,C) 2 , # . , i ii , BY..... l...:... ko.L.AiATE. --L? -'c SUBJECT 0 1 -47) v SHEET NO. .. OF .... CHO(D. SY DATE JOB NO. l 7' 1‘ bk 4-2z �- CS Imo l� �o STUB e 4 4 i-(z L.L. w L /1.-.1) s cz 2 : L = c,:bo - o G - 4 -q -q = 3d 565•1FT E:r -o-r - = L4 - - C )/ 4--m K 5 4-rz_ tL 7FT 2 s►oc. L =s-7 -23 - 3 4 = . uz,c ,Ts V - -z-•vJ . L = "?7,.., _g _ �. Z _ - 7 3 4 N c- rZ = 2 4- ---r- r 5, os L -- L� = 4 G r•• c o 44 /CT 10, 000f- 7 �L.. -� wac>>U U ►-) �Lcx - e Sc o'j - F 71 t36 (k LCD 2,5 2 '` �: MTr 2� � X40 I, 'Tv 2- = 2G1�5o �- P. _ L.c.Ac-0 Sz k = 42-4-0 C. !L' F rtTtr c,c..,-) aTf \ — LTT l76, � 1 M rT rZ & 1-0 3 -Gs 15z) CHYCD: BY DATE ....._._...... JOB NO. I i . (-G:7 2_ lGld� SID 9. o XfJ = (cr two 7 i ■./1 M ?r Z Rj 7 - °P4o —rb 2. - CS -I ( D 2 U Vic._ !J i DowS I?Tu f.A 2 -CS I So = 2 G► I G St TQ � LE—F-7 5 (o t.ia,kc7 I ° x , o u l a= (4-4 ¶ a - L - L TT 20 (' 7. o e- 1 tilT ri,t a ('3 u c.- �V L V lt-m r Q "rLkG 'Tn M y O F C,o JJ S'f Q.JG o d l -x-44 to ACsJc..��zY G S 44- 3 3 s FA WOOD - CHAPTER 3 303.3 MONOLITHIC SLAB -ON -GRADE FOUNDATIONS. 303.3.1 Concrete slabs and footings shall be poured as a monolithic unit. The minimum size and reinforcing requirements for exterior footings for uplift resistance shall be as shown in Table 303D. The outer bar of foundation reinforcing shall be continuous around corners using corner bars or by bending the bar. Minimum bar lap shall be 25 inches. TABLE 303D MINIMUM MONOLITHIC FOOTING SIZE - 1 & 2 STORY • T W Reinforcing 1 Story 20' 12' 2 - #5 2 Story 20' 16' 2 - #5 1. Thickness of footing includes thickness of slab. 303.3.2 Wall Anchorage: The exterior walls shall be anchored to the foundation using 1/2 inch standard anchor bolts with 2x2x1/8 -inch washers. The bolts shall have minimum 6 -inch embedment into the foundations and be located in the corners and at the following spacings: 1. 90 mph: 24' 2. 100 mph: 21' 3. 110 mph: 18' EXCEPTION: If uplift connectors are continuous from the exterior wall into the footing, 1/2 inch bolts with standard washers are required only at the corners and at 6 ft on center. 'N303.3.3 . Holddown Connectors for shearwalls are required in addition to the anchorage required in 303.3.2. The size of the holddown connectors shall be in accordance with 305.7 and shall be installed in accordance with the recommendations of the manufacturer. See Figures 305R1 -4 and 305T1 -5. 303.3.4 Interior Footings under slabs shall be the width, W, of the exterior footings and the thickness, T, shall be a minimum of one half the width, W. See Figure 303F. 6x6 #10/10 W.W.F. DOUBLE 3' 0 EDGE 8x6 X10 /10 W.W.F. 3 1/2" MIN. 3 1/2" MIN Y L` i�II I I I I 11 1 i 1 I I I T 7 1 H a i T 1/2 W W • 3" MIN. COVER w FIGURE 303E FIGURE 303F MONOLRHIC EXTERIOR FOOTING MONOLITHIC INTERIOR FOOTING 1993 SBCCI Standard for Hurricane Resistant Residential Construction@ 69 WOOD - CHAPTER 3 TABLE 307A WIND UPLIFT LOADS AT TOP OF- SIDEWALL (pounds per Truss /Raft l Roof& 90 mph 1 100 mph ( 110mph Ceiling Building' Width Dead Load 24' 36' I 44' 52' 60' I 24' 36' 44' 52' 60' I 24' 36' 44' ` 52' l 60' 1 Uplift Loads for 12' truss /rafter spacing 1 10 psf 290 415 495 575 655 380 540 645 755 860 480 685 820 950 1085 15 psf 245 345 415 480 550 335 475 570 660 755 435 615 735 860 980 20 psf 195 280 335 390 445 285 410 490 570 650 385 550 660 770 875 25 psf 150 215 255 295 335 240 340 405 475 540 340 485 580 670 765 Uplift Loads for 16' truss /rafter spacing 10 psf 385 550 660 765 870 505 720 860 1005 1145 640 910 1090 1260 1445 15 psf 325 460 550 640 732 445 630 760 880 1005 580 815 975 1145 1305 20 psf 260 370 445 520 590 380 545 650 760 865 510 730 880 1025 1165 25 psf 200 285 340 390 445 320 450 540 630 720 450 645 770 890 1015 Uplift Loads for 24' truss /rafter spacing 10 psf 580 830 990 1150 1310 760 1080 1290 1510 1720 960 1370 1640 1900 2170, 15 psf 490 690 830 960 1100 670 950 1140 1320 1510 870 1230 1470 1720 1960 20 psf 390 560 670 780 890 570 820 980 1140 1300 770 1100 1320 1540 1750 25 psf 300 430 510 590 675 480 680 810 950 1080 680 970 1160 1340 153Q 1. Roof and ceiling dead loads: 10 psf: Truss Assembly or Rafter Assembly 1 • roof sheathing • roof sheathing • • trusses • rafters • gypsum ceiling • gypsum ceiling 15 psf: Rafter /Ceiling Assembly • roof sheathing • rafters and ceiling joists connected per SBC Table 1705.1 • gypsum ceiling If roof tile is installed in strict accordance with the SBCCI Standard for Determining the Wind Resistance of Concrete and Clay Roof Tile, an additional 5 psf (light weight roof tiles), 10 psf (medium weight roof tiles), or 15 psf (heavy weight roof tiles) may be added to determine the total roof and ceiling dead load. 2. The required uplift capacity shall be permitted to be reduced by 30% (multiply by .70) for connections at least W/5 from corners. Reductions 2 and 3 may be additive. 3. The values in the table above assume a maximum eave height of 30 ft. When the eave height is 12 ft. or Tess, the values may be reduced by 20% (multiply by .80). Reductions 2 and 3 may be additive. • I t 1993 SBCCI Standard for Hurricane Resistant Residential Construction© 103 WOOD - CHAPTER 3 305.3 CONNECTIONS FOR EXTERIOR WALL FRAMING. 305.3.1 Framing members in exterior wall systems shall be fastened together in accordance with Section 1705 of the Standard Building Code and Appendix E of this Standard. In addition, uplift connectors shall be provided to resist the uplift loads listed in Tables 305F1 -2. The uplift load requirements may be interpolated for intermediate building widths. 305.3.2 Uplift load resistance shall be continuous from roof to foundation. Studs shall be connected to plates and plates to floor framing with connectors designed, rated, and approved for each individual locdtion and condition. When roof framing is connected directly,to studs, studs connected directly to floor framing, or upper studs connected directly to lower studs with single connectors designed for the purpose and rated for the loads in the tables, separate plate -to -stud or plate -to- floor- framing uplift connectors may be omitted. See Figures 305G -H. 305.3.3 Uplift connections for plates to foundations are specified in 303.2.3, 303.2.4, 303.3.2, and 303.4.5. 305.3.4 Plywood sheathing may be used to resist uplift. See Section 305.6 for uplift values. 305.3.5 Where 'Holddown' connectors occur (see 305.7), connectors required for uplift resistance may be omitted. TABLE 305F1 UPLIFT LOADS AT SIDEWALLS (pounds pegs Roof & 90 mph ( 100 mph [ 110 mph Ceiling Building Width Dead Load 24' 36' 44' 1 52' f 60' I 24' 36' 1 44' I 52' 60' 1 24' 36' 44' 52' 60' Uplift Loads for 12' stud spacing 10 psf 290 415 495 575 655 380 540 645 755 860 480 685 820 950 1085 15 psf 245 345 415 480 550 335 475 570 660 755 435 615 735 860 980 20 psf 195 280 335 390 445 285 410 490 570 650 385 550 660 770 875 25 psf 150 215 255 295 335 240 340 405 475 540 340 485 580 670 765 Uplift Loads for 16' stud spacing 10 psf 385 550 660 765 870 505 720 860 1005 1145 640 910 1090 1260 4 15 psf 325 460 550 640 732 445 630 760 880 1005 580 815 975 1345 1305 20 psf 260 370 445 520 590 380 545 650 760 865 510 730 880 1025 1165 25 psf 200 285 340 390 445 320 450 540 630 720 450 645 770 890 1015 Uplift Loads for 24' stud spacing 10 psf 580 830 990 1150 1310 760 1080 1290 1510 1720 960 1370 1640 1900 2170 15 psf 490 690 830 960 1100 670 950 1140 1320 1510 870 1230 1470 1720 1960 20 psf 390 560 670 780 890 570 820 980 1140 1300 770 1100 1320 1540 1750 25 psf 300 430 510 590 675 480 680 810 950 1080 680 970 1160 1340 1530 1. See 305.3.6 to determine construction for each dead load condition. If the rafter and ceiling are not attached, the roof dead load only should be used. 2. The required uplift capacity may be reduced by 30% (multiply by .70) for connections at least W/5 from corners. Reductions 2 and 3 may be additive. 3. The values in the table above assume a maximum eave height of 30 feet. When the eave height is 12 feet or less, the values , may be reduced by 20% (multiply by .80). Reductions 2 and 3 may be additive. 4. Uplift load resistance shall be continuous from roof to foundation. 78 1993 SBCCI Standard for Hurricane Resistant Residential Construction© WOOD - UHAr i tr+ o 305.7 HOLDDOWN CONNECTORS. Exterior and interior shearwalls require holddowns to resist overturning moment in shear panels in addition • to the requirement for uplift resistance specified in 305.2.3.2. Two studs and a holddown are required at each end of each shearwall segment. The holddown shall be fastened through the doubled studs and to the construction below in accordance with the manufacturer's recommendations. The total design load for each holddown shall be at least 10 times the shear capacity value in Tables 305P1 and 2. When using , double -sided interior or exterior shearwalls, the total design load for each holddown shall be at least 20 times the shear capacity value in Tables aP'nT2See Figures 305T1 -5. I I - 4 • . 0.: ... 414 44,411011■1 : a • a FIGURE 305T1 HOLDDOWN INSTALLATION AT SLAB -ON -GRADE FOUNDATION . 51 . it.AI I . , _ lit 1 1,1 1 :,.. (, .----_...-._ 0 ,,, Lo !iii Y36:) 0 • FIGURE 305T2 TYPICAL HOLDDOWN INSTALLATION AT PILE FOUNDATION 92 1993 SBCCI Standard for Hurricane Resistant Residential Construction© WOOD - CHAPTER 3 305.4.4 Shearwall Length: Each exterior wall of the structure shall have shearwall segments totalling at (east the shearwall length requirement in Tables 305P1 and 2. Required total length for each exterior wall is given as a fraction of the width of the building. Required capacity may be decreased by 20% where the eave height is 10 feet or Tess. Interpolation is permitted. 305.4.5 Double -Sided Exterior Shearwalls: Required shearwall length or capacity can be reduced by using double -sided exterior shearwalls instead of single -sided exterior shearwalls. When using a double- sided exterior shearwall, the shearwall length or capacity requirement shall be one -half the tabulated values, prdvided the same sheathing material is used on both sides bf the wall. 305.4.6 Second Story Shearwalls: In two story buildings the second story shearwall shall be placed directly over the first story shearwall. The second story shearwall shall be connected to the first story shearwall with holddowns and shear connectors capable of resisting the loads given. TABLE 305P1 SHEARWALLS UNDER ROOF AND CEIIJNG ONLY I 90 mph I 100 mph I 110 mph Maximum Shearwall Length Requirement for Each Wall Length (Fraction of Bldg. Width - W) to 1/4 1/2 3/4 I 1 II 1/4 11 /2 13/4 1 11 /4 1/2 13/4 1 Width Shear Capacity of Sheathing Material (plf) 1 Ratio (L/W) 1 490 245 165 120 600 300 200 150 730 365 245 180 2 490 245 165 120 600 300 200 150 730 365 245 180 3 595 295 200 150 730 365 245 185 885 445 295 220 4 775 390 260 195 960 480 320 240 1160 580 385 290 1. See Table 305N for shear capacities. EXCEPTION: The values in the table above assume an 8 ft wall height. When using a wall height of 10 ft the required shear capacity shall be increased by 25 percent. TABLE 305P2 SHEARWALLS UNDER FLOOR, ROOF, AND CEILJNG 90 mph I 100 mph I 110 mph Maximum Shearwall Length Requirement for Each Wall Length (Fraction of Building Width — W) to 1/2 3/4 1 1 1 1/2 13/4 1 11 /2 I 3/4 11 Width Shear Capacity of Sheathing Material (plf) Ratio (LjW) 1 435 290 220 540 360 270 650 435 325 2 665 445 335 825 550 410 995 665 500 3 965 640 480 1190 795 595 1440 960 720 1. See Table 305N for shear capacities. EXCEPTION: The values in the table above assume an 8 ft wall height. When using a wall height of 10 ft the required shear capacity shall be increased by 25 percent. 1993 SBCCI Standard for Hurricane Resistant Residential Construction© 87 WOOD - CHAPTER 3 305.4.3 Sheathing for shearwalls shall be plywood (wood structural panels), particleboard, or other approved structural sheathing material. All sheathing shall be attached to framing along all four edges with joints for adjacent panels occurring over common framing members or along blocking. Sheathing shall be attached to the top member of double top plates. All nails shall be common or hot dipped galvanized box nails. The requirements for sheathing materials are keyed•to the lineal shear capacity of the sheathing. Shear capacities for some common structural sheathing materials are shown in Table 305N. The required shear capacities may be interpolated for intermediate building widths. TABLE 305N SHEAR CAPACf11ES FOR COMMON SHEARWALL MATERIALS , Material Sheathing Nail Nail Spacing Shear Capacity (plf) Thickness Size Edge Inter. Group 11 Group III Framing Framing Lumber Lumber 6d 6 in. 12 in. 200 160 6d 4 in. 12 in. 300 240 3/8" 6d 3 in. 12 in. 390 320 8d 6 in. 12 in. 220 180 Plyuood 8d 4 in. 12 in. 320 260 (C -D) 8d 3 in. 12 in. 410 330 • 8d 6 in. 12 in. 260 210 8d 4 in. 12 in. 380. 310 . 15/32" 8d 3 in. 12 in. 490 400 10d 6 in. 12 in. 310 250 10d 4 in. 12 in. 460 370 19/32" 10d 6 in. 12 in. 340 270 10d 4 in. 12 in. 510 410 6d 6 in. 12 in. 200 160 6d 4 in. 12 in. 300 240 3/8" 6d 3 in. 12 in. 390 320 8d 6 in. 12 in. 220 180 Particleboard 8d 4 in. 12 in. 320 260 (2-M -W and 2-M -F) 8d 3 in. 12 in. 410 330 8d 6 in. 12 in. 260 210 8d 4 in. 12 in. 380 310 1/2" 8d 3 in. 12 in. 490 400 10d 6 in. 12 in. 310 250 10d 4 in. 12 in. 460 370 5/8" 10d 6 in. 12 in. 340 270 10d 4 in. 12 in. 510 410 Gypsum Wattboard 1/2" 5d cooler 7 in. 7 in. 100 80 5d cooler 4 in. 4 in. 125 100 1. These values and,values for other grades of plywood can be found in Table 1710.2B of the Standard Building Code. 2. These values for particleboard can be found in Table 1711.2B of the Standard Building Code. • 3. These values and values for other types of gypsum board can be found in Table 1805 of the Standard Building Code. 4. Drywall screws may be substituted for nails : 1 1/4' Type W, #6 for 5d(cooler) nails 5. Maximum allowable height to length ratio: 1 1/2:1 6. Maximum stud spacing for gypsum wallboard: 16' o.c. 86 1993 SBCCI Standard for Hurricane Resistant Residential Construction@ v WOOD - CHAPTER 3 307.4 ROOF SHEATHING 307.4.1 Roof sheathing shall be 15/32 -inch Exposure 1 C -D sheathing grade plywood (wood structural panels), 1/2 -inch 2 -M -W or 2 -M -3 particleboard, or better. The sheathing shall be installed in accordance with Figure 307F. Long dimension shall be perpendicular to framing and end joints shall be staggered. 307.4.2 Sheathing shall be fastened to roof framing with 8d common or 8d hot dipped galvanized box nails at 6 inches o.c. at edges and 6 inches o.c. at intermediate framing except as follows: See Figure 307G for nailing zones. EXCEPTIONS: 1. Use 8d ring -shank nails for all fastening in nailing zone 3 in 110 mph wind speeds and where group III species framing lumber is used in 100 mph wind speeds. 2. Space fasteners 4 inches o.c. minimum at gable endwall or gable truss. 3. Fastener spacing at intermediate supports in nailing zone 1 may be 12 inches o.c. in 90 mph wind speeds and where group II species framing lumber is used in 100 mph wind zones. 4. Where stronger roof diaphragms are required. See 307.5. 5' 5- ROOF EDGE • i O 0 r ® 0 0 0 L -! 0 -RIDGE 0 i 0 O r~- -ROOF Q3 I EDGE J 0 ® Q i :r_ It ROOF PLAN FIGURE 307G ROOF SHEATHING NAIUNG ZONES 307.5 ROOF DIAPHRAGM. 307.5.1 Under this Standard, the roof system acting as a structural diaphragm is required to resist lateral forces applied to exterior walls and to transmit these forces to shearwalls located parallel to the applied forces. The roof system specified in 307.1, 307.2, and 307.4 has a diaphragm shear capacity of 180 plf. Where higher shear values are required by Table 307H, a stronger roof system must be selected from Table 307J or from Standard Building Code Table 1710.2A or 1711.2A. 307.5.2 When the required shear values shown in Table 307H are less than 180 pif, the requirements of 307.1, 307.2, and 307.4 may be modified to permit framing of other species groups and other panel thicknesses which produce the required shear values as selected from Table 307J or from Standard Building Code Tables 1710.2A or 1711.2A. Nailing pattern shall not be less than required by 307.4.2. 106 1993 SBCCI Standard for Hurricane Resistant Residential Construction@ WOOD - CHAPTER 3 305.2.3 Headers. 305.2.3.1 Header Beams shall be provided and sized in accordance with Section 1707.3 of the Standard Building Code. The minimum number of header studs supporting each end of a header beam and the minimum number of full - length wall studs at each end of a header beam shall be in accordance with Table 305C. • 305.2.3.2 Connections at Headers: Uplift connectors shall be provided at the top and bottom of cripple studs, of header studs, and at least one wall stud at each side of opening. See 305.3. See Figures 305D and 305E. TABLE 305C • MINIMUM WALL AND HEADER STUD REQUIREMENTS Maximum Header Span (ft.) 3' 6' 9' 12' 15' 18' Number of Header Studs Supporting End of Header 1 1 2 2 2 2 Unsupported Stud Number of Full- Length Studs Wall Height Spacing at Each End of Header ---- -- 10' 12 in. 2 2 3 3 3 3 or less 16 in. 2 2 3 3 3 3 24 in. 1 2 2 2 2 2 greater 12 in. 2 2 3 4 5 5 • than 10' 16 in. 2 2 3 3 4 4 24 in. 1 2 2 2 3 3 1. The header stud shall not be required if the header is supported by a suitable framing anchor. ROOF FRAMING DOUBLE TOP PLATE • _ �Q'' f 4 6 — N �9 \ „ N 61 N N Uplift connection 'pQ 1 requirement at points A r 7 (top and bottom of RIP? t STUDS II . � TYPICAL header studs): Uplift HEADER CONNECTORS p REQUIRED load per framing A- f member above the 7\-A I header from Table 307A • multiplied by the , 1- HEADER STUDS 4. —FU I LENGTH number of framing WAL STUDS members divided by 11 I ; two. 1 i - � I — � II - NOTE: Uplift connection � — I I N0 -- CON TT - -NECTOR IT- — II j is required at each end REQUIRED I I ! I I I I of header and at I 1 11 ; I ; 11 ! ; � bottom of header studs • I , , 11 II: II I 1 in addition to j I AI 1 1 1 ii 1 IA i .' ! connect at wall 1 II it 11 I -_-1— studs and at top and bottom of cripples. • FIGURE 305D TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS 76 1993 SBCCI Standard for Hurricane Resistant Residential Construction@ ::: ON e ® FL OOR -TO -FLOOR CONNECTORS CONNECTORS , � i . . .. ,, �______ 3265 1 b S The first floor must be connected HD2A to the second floor with a __ �,,, connector appropriate to transfer E the uplift from e u s tud t t he lower stud. Floor Joist Rod Threaded - Studs Use ei the r nailed connectors _:_'b� -, Typical HD2A ( CS, L FT A or LSTA) or higher pp r^° Tie Between Floors capaci bo lted holdowns to to transf u loads. ' Use A 35F t o f orces transfer horizontal er loads between members. Only fasteners into studs are used to transfer loads between floors. -,ark ., -4 Install • Washers 1155 Ibs _ -__= 1650 Ws 1095 Ibs i wu }=1'3 p °I • °° 0 p - 0 O 0p 0 °I 0• . 0 • °p er � . / ' 414411/1111 / : ; A35F S / ..5oo�a e/ • Typical CS, LSTA36, . „ ° ° A35F and LFTA 1 ° ° • Floor -to -Floor Tie ® ° ° 1 - . ' ° Installation ° V LFTA ° ° 0. 0. LSTA36 0• 0 00 CS i 0 �/ _ © Copyright 1992 SIMPSON STRONG -TIE COMPANY, INC. 12 : FOUNDATION CONNECTORS CONNECTORS n • 990 1 b The MAS Mudsill Anchor Single- side is for use on monolithic or 2x4oR 2x6 I . stemwall construction. Code MUDSILL ° r eported as a direct replacement 940 �bS � for the 6' o.c. (on center) plate attachment requirement presently met by 1 /z" embedded ® y� anchor bolts. / '!; //-,72011.'' typical MAB23 Mudsill • •-,' .'�� j / • Anchor installation is in concrete • . MAS block or slab foundations for new construction only. Anchors . . " 0 2x4 and 2x6 mudsills. Maximum °°5 65 5 Ubs spacing is 3 o.c. Typical MAS 53° I� 5 Ibs Installation MA Mudsill Anchors are a low- labor, high -value method to !' secure mudsills to monolithic r - ;� slabs or foundation walls. Place N'...-": � '= � \ anchors not more than 1' from � , MAB the end of each sill. Maximum II 1 ° spacing for the MA4 and MA6 is T ical MAB23 '. 4' and 4 /z' o.c., respectively. • Installation in ° Concrete Block ;: ° o' The SP1 and H4 connectors may .. be used to attach studs to the sill plate. New or retrofit construction. t i . :':.,;`,. i ..°.:::::. . 4110 -- 585 I bs 1 rw3 0 N4 s ii SP d 118°�bs �� �. - • , 0P .:r y- - p H4 • r -,/ 7-- ) • Typical MA4 • -•;. %- ' . • w�' Typical H4 and and MA6 Installation t ' . :' : i : • . ° ` SP1 Installation © Copyright 1992 SIMPSON STRONG -TIE COMPANY, INC. 4 SIMPSON - 1000 I bs . Strongfle9 9 _ RS : / ` -..ter , 8 651 b 0. H6 e , • MTS12 1 a ( ® 1 I 3 1 SP4 Typical Stud -to-Top Plate Installations ----sr ----sk/ III y1830 520 465 Ibs 1650 I • Ibs bs 1114\11F: y Oo �ps '1I . ( 115 Ibs ' � A� Hanger / H1 1 "7 _ J� H5 i1- not Shown / , •: /_ Hanger 4�� /� not Shown � r � Hanger q THA218 not Shown Truss Plate ---,or Typical Truss -to-Top Plate • not Shown Installations 1 . © Copyright 1992 SIMPSON STRONG -TIE COMPANY, INC. ,..,4l 15 SIMPSON RAFTER S e & TRUSS CONNECTORS CCINNECTORS • When truss spacing is not equal Hurricane Ties can be used in pairs to to stud spacing, transfer the uplift double the design load. Install anchors loads by fastening the truss to diagonally across from each other. both top plates and then fasten the stud to both top plates. The T Truss Hanger can be installed upside down for high wind When rafter and stud spacing are uplift conditions at the heel of a truss. the same, loads may be transferred Bend the pan nail tab outward before directly from rafter to stud. installation and drive 10d x 11/2" nails Two MTS18 Straps can be used to straight into the truss -slant nails double the load. are not required. 415 Ib 1000 • I bs 9 85 Ibs �I 335 Ibs ....... ,,,,,,,,, to,.,: , • • ,.... 4 ,,,,e. AN H2.5 � ` I , MT 1 , � :� H7 I \ �� H2 Typical Truss- to , Installations ` Truss Plate • ", - not Shown IP © Copyright 1992 SIMPSON STRONG -TIE COMPANY, INC. SIMPSON COILED STRAP-7'7Z±7 i CS COILED _ , ;„ STRAPS Strongene - . • CONNECTORS " New! Popular 18 au . cum..-- f�_y P gauge strap is available in 100' rolls — specify CS200S. -••- Continuous utility straps can be cut to length on the job site. Packaged in a Convenient Carry SIMPSON - ; ;°°'r lightweight (about 40 pounds), portable 2' square carton. Carton to Store, ...., - � _ Transport, and Use . -.-- - 1*--- MATERIAL: See table FINISH: Galvanized. Selected products available in Z -MAX; see Corrosion "a, _____-----r- Resistant Connectors. INSTALLATION: • Use all specified fasteners (see illustration). See General Notes. ; I' cu! ood shrinks Use every other nail hole END N GTN ge after strap installation across horizontal wood members coda in a row fo mini urum ; I:. tENC1N E may cause strap to buckle outward. center to center • Refer to the applicable code for minimum nail penetration and minimum spacing for nails • wood edge and end distances. • The table shows the maximum allowable loads and the nails required to I obtain them. Fewer nails may be used; reduce the allowable load by the code lateral load for each nail subtracted from each end. \ ctE CODE NUMBER: BOCA, ICBO, and SBCCI No. NER -413. I s p NO. MODEL TOTAL END TOTAL ALLOWABLE i MAIL , Ofl LENGTH CUT LENGTH 13" clear span + 26" LOADS LENGTH FASTENERS 26 -8d (100) (133) '''''"••"%—:"',., Ir .. EN p CS150 16 ga 150' 1235 1650 �1N 11" clear span + 22" 22 -10d 1235 1650 ,. :E 100' & 9 clear span + 19" 20 -8d 950 1270 a Provide minimum CS200 18 ga 200' end distance Typical CS 9" clear span + 18" 18 -10d 950 1270 Installation as a CS250 20 ga 250' 7' /2' clear span + 15" 16 -8d 750 1005 Equal number of Floor - - Floor Tie 7" clear span + 14" 14 -10d 750 1005 specified nails 7" clear span + 14" 14 -8d 620 • 825 ■ n each end CS300 22 ga 300' I 5 1 clear span + 11" 12 -10d 620 825 Gauge stamped 1. Allowable loads 100% value is the maximum steel capacity and may 2. 133% value may be used for on Part for Easy not be increased for other load durations except as otherwise indicated. wind or earthquake loading. Identification 0 0 0 0 CS150 a ' •■ IS. 1.2 0 0 CS I 0 GAUGE 2- 1 J z ,. li „ Typi 2 1 Hole Pattern : ''�„ l .,•• ; S . :, '-:44 s`lc,e'S''...., t• d • \ I� ,. Sr, Hanger ` c'�c STRAP H anger wit � �. l SAIHSA CONNECTORS � �. , l t, HSA Typical \ 1 � • II, A high value cross member seismic tie used as a horizontal tie across Installation` � intervening members. Allowable loads include a three times safety factor proven // by code performance tests. MATERIAL: See table 1=°^- r FINISH: SA36— galvanized, all others Simpson gray paint — L, - - ,J INSTALLATION: • Use all specified fasteners. See General Notes. O O o o • May not be suitable for use in floor diaphragms due to their protrusion I' Lz ---- - above the beams. SA CODE NUMBERS: BOCA, ICBO, SBCCI No. NER -413; Dade County, FL SA STRAP ANCHOR � No. 89- 0131.4; City of L.A. No. RR 24948. 4 sib s r,,. G —� --�` 1° ? d ' � l ? FASTENERS MAX ALLOWABLE k - - - -• ' ri '' s z -- At r • ,n 2 MODEL STRAP DI (TOTAL) HORIZONTAL LOADS (133) + ` t a ;r. `r • , f NO. SECTION 1 , i -' t X - �''''A Li L2 NAILS BOLTS NAILS BOLTS 1 ' : ;A •y � �'_ i a i� SA34 7gax2'i, 34 9 4� /a 3800 _ SA36 12 pax 2 36 9 22 -16d 4-1 /2 1900 1900 HSA32 3 ga x 3 32 9 — 2 — 2580 • SADDLE HANGER HSA41 3 ga x 3 41 _ 9 _ — 4 — 515 _ Typical SA HSA50 3 ga x 3 50 9 — 6 — 6400 ; Install with Saddle Hanger HSA59 3 ga x 3 59 9 8 9400 HSA68 ' 3 ga x 3V 68 9 — 10 — 11000 1. Allowable ldcd wir earthqdg rther le 2. Allo oa loads s assume have been a re mefor mber nd nor 3'/" minimum uake loa thinickness with no with fu bolts in increase single al sheaowr. d. 48 (0, Copyright 1993 SIMPSON STRONG -TIE COMPANY. INC. 3. Bolt and nail values may not be combined LOAT SIMPSON —W A H R LTTIMTT TENSION T NOT REQUIRED TIES Strong a LTT2oB ® ~ te a 7 (LTT20 Ideal for retrofit or new construction projects, LTT and MTT Tension 7,:„. similar) Ties provide high strength, post -pour, concrete -to -wood connections. LOAD TRANSFER 1 z PLATE WASHER pp The LTT19 Light Tension Tie is designed for 2x joists or purlins, the L TT applications, and the LTT2OB is for nail or bolt-on NOT REQUIRED � applications. The 3" nail spacing makes the LTT20 and LTT2OB suitable N for wood Hoists if 10d commons are substituted for the specified 16d's. O MTT28B 0 ' / 2 is for nail -on a i The MTT28B Medium Tension Tie is used when a heavier connector — than the LTT is needed. Patent No. )rte �, 4,744,192 �, =1„ � ' • -„ I rr MATERIAL: See table ° E � � l FINISH: Galvanized - • • O •o t; / INSTALLATION: • Use all specified fasteners. See General Notes. - • \ E • Use the specified number and type of nails to attach the strap =p. • ./ /o ti, 4k� portion to the bottom or side of purlin or beam (minimum 4x member, except LTT19). Bolt the base to the wall or foundation with a suitable anchor; the required bolt diameter is specified . • • in the table. O O LTT19 Installation CODE NUMBER: BOCA, ICBO, SBCCI, No. NER 393. oy. Typical LT d (LTT20 similar) MATERIAL DIMENSIONS FASTENERS MAXIMUM ALLOWABLE 0 MODEL LOADS (133) NO. STRAP PLATE W L ANCHOR BOLTS NAILS BOLTS NAILS • BOLTS PURLIN HOLDOWN Typical LTT19 116 ga 3 ga 1 19 3 /4 8 -16d SINKERS — 1250 — — • " MTT28B LTT20 12 ga 3 ga 2 20 1 /2 10 -16d — 1750 — — Installation as a LTT2OB 12 ga 3 ga 2 20 3 /4 10 -16d 2. 1750 1750 1560 ,■ Holdown ._ . MTT28B 12 ga 7 ga 2 27 1 1 /18 3 /4 24-16d 4-1/2 4320 3615 2940 1. 16d sinkers (9 ga x 3W) or 10d commons may be substituted for 3. Allowable loads have been increased 33% for wind or the specified 16d commons at % of the table loads. earthquake loading with no further increase allowed. rl @ 2. The designer must specify anchor bolt type, length, and embedment. 4. Bolt values are based on a minimum lumber thickness of 1W i ` � i ■■ TT TENSION „" ADD B O rE I R N r TIES ,vir ' f HORIZONTAL FORCES WASHER .• r" WTT TT Tension Ties, available in two sizes, are heavy -duty bolted REQUIRED n, straps used in two different applications. e H, - As retrofit purlin anchors —do not interfere with existing hanger. t fT 1 € Combine the two sizes to accommodate unevenly- spaced ledger bolts. As a holdown —use the WTT187: sized for studs 16" o.c., but can be it .,::.; I ,I t:i 4: bent to fit studs 24" o.c. ;E 4 MATERIAL: Strap -11 gauge; Plate -3 gauge r ; ` ' • FINISH: Simpson gray paint ' - , �: , ( INSTALLATION: • Use all specified fasteners. See General Notes. \i -' 7 • WTTs must be used in pairs. • Install 3 /4" concrete anchor to foundation or wall. Each anchor c-, - bolt must be designed to resist the applied load. Select and install concrete anchor bolts in accordance with manufacturer's ° Typical WTT187 recommendation. Stud- to-Foundation Installation • Install end of WTT with attached load transfer plate to t , concrete anchor. • Bend WTT to fit flush with purlin or stud and install bolt— washer j 7'4 �� f � is required between nut and wood. WTT ■ Maximum d is 7 for WTT127, 11 for WTT187. d FASTENERS ALLOWABLE LOADS (133) 1 MODEL L ANCHOR USED AS 2,3 USED AS WTT127 BOLT WTT187 i (OPTIONAL) BOLT PURLIN ANCHOR HOLDOWN R WTT187 WTT127 11 3 /4 3 /4 3930 2365 IP Typical WTT187 WTT187 18 3 / 4 3 /4 3930 2365 Purlin Anchor Retrofit 1. Loads have been increased 33% for wind or earthquake loading with no further Installation increase allowed. 2. WTT187 paired with WTT127 in purlin anchor application has a load of 3800 lbs. m Copyright 1993 3. Purlin must be 31/2" or wider for the full allowable load. Reduce allowable load per the 18 SIMPSON STRONG - TIE COMPANY, INC. code for smaller purlins. f SIMPSON CO LUMN BASES s> •h. & COLUMN CAPS ( 5 335 ���� The CBS Standoff Column Base features / a 1" standoff height above concrete or / , 1 \ masonry floors or decks. Reduces the r potential for decay at post and column 7 Y ends in basements, or those exposed to ; \ weather or water splash. 1ST ANDOFF CD SA TISFIES CC Column Caps connect columns to CODE provide excellent uplift load REQUIREMENTS beams and p p j 3�MINIMUM 0 1 capabilities when used with continuous SIDECOVER i beams. Precision factory gang - punched ! I holes ensure fast installation. i 0 , i CBS44 ABU Adjustable Base, for new or retrofit I construction, has an anchor bolt \ adjustment slot for installation ease. `\ I I Attractive four -sided standoff plate , increases download support. �\ I I 1 i ,::::,,,,,,,- , c IIo ..0 0' ° ° . • o Typical CBS44 Installation 0 a 1 //r/l ..._ _ ..._ _,__,_ ,...., _ _. • CC46 ® • • I , o 5 220p ib } er, Hos U R . w co .- ABU44 Typical CC46 ,. , Installation ; , , Typical ABU44 , , Installation °E, , `'. o. I .Ia, o . o p © Copyright 1992 SIMPSON STRONG -TIE COMPANY, INC. 5 DATE: 4/27/94 MANUAL "J" SUMMARY REPORT Prepared For: Prepared B y: WILLIAMS ATLANTIC R.B. Ellis Energy Design Systems Job Name: DEEM RES., ZONE 2 **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DESIGN CONDITIONS For ATLANTIC BEACH FL. OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 29 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor ( %) 5 Latent Factor ( %) 29 **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM WHOLE HOUSE 30480 1016 28142 1173 HEATING COOLING DELTA T 43 DELTA T 23 NOTE:* *Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. * ** PREPARED BY ENERGY DESIGN SYSTEMS 904- 287 -5339 • DATE: 4/27/94 . MANUAL "J" DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: WILLIAMS ATLANTIC R.B. Ellis Energy Design Systems Job Name: DEEM RES., ZONE 2 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** EXPOSURE GLASS NORTH SOUTH EAST WEST NE /NW SE /SW HORZ TOTAL AREA 88 100 48 236 COOLING 2200 7400 3552 13152 HEATING 2816 3200 1536 7552 WALLS TOTAL AREA 880 880 COOLING 2200 2200 HEATING 3520 3520 DOORS TOTAL AREA 82 82 COOLING 1082 1082 HEATING 1697 1697 FLOOR AREA COOLING HEATING SLAB 132 4805 RAISED WOOD CEILING AREA COOLING HEATING UNDER ATTIC 1540 3696 3696 SGL ASSEMBLY KNEE WALL MISCELLANEOUS COOLING LOADS People Sensible Load 1800 Latent Load 3361 Lights & Appl. Load 1200 Latent Safety Btuh 168 Ventilation Load Duct Heat Gain 2173 Infiltration Load 1602 Sensible Safety Btuh 1237 TOTAL SENSIBLE LOAD 28142 TOTAL LATENT LOAD 3529 Summer ACH 0.5 Temp. Swing Mult. 1.00 * ** Total Cooling Load 31671 BTUH Or 2.64 Tons * ** MISCELLANEOUS HEATING LOADS Infiltration Load 6745 Ventilation Load Duct Heat Loss 1064 Safety Btuh 1401 Winter ACH 1.0 * ** Total Heating Load 30480 BTUH Or 2.54 Tons * ** OCEANWALK PROFESSIONAL ADVISOR'S REVIEW LOT NO. 55 UNIT NO. One OWNER Bill and Lisa Deem PHONE NO. 241-1584 ARCHITECT PHONE NO. CONTRACTOR Tim Williams PHONE NO. 247 -9618 ITEM FOR REVIEW RECOMMENDATION TOPOGRAPHIC SURVEY OK TREE SURVEY OK DRAINAGE PLAN OK SITE PLAN OK FLOOR PLAN Addition OK BUILDING ELEVATIONS See Below LANDSCAPE PLAN /COST APPROVED OK SWIMMING POOL Not Applicable WINDOWS /DOORS MA Y J 3 OK COLOR SELECTIONS f �� � OK MATERIAL SAMPLES OK COMMENTS BUILDING ELEVATIONS- Rear elevation is incorrectly drawn. Please carrel roof line. FENCE- Show location of fence, if desired. Provide description of type, materials and details. com n�ev�cw Provide barriers at all trees to be preserved before with construction and during entire construction period. Recommend approval for construction. 1 v lln f I „ cUjeAnm ev 61 ' 7 -e e -- Kid I L 1( -6P-c eV i 8 o 1, • V) c 5814 P ROFESSIONA ADVISOR DATE 7 1-AN:0 , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 09- 00000657 Date 5/21/09 Property Address 2341 FIDDLERS LN Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . 40000 Application desc new pool Owner Contractor DEEM, WILLIAM & LISA ISLAND POOLS,LLC 1546 LINKSIDE DR ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 334 -5421 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 230.00 Plan Check Fee . . 115.00 Issue Date . . . Valuation . . . . 40000 Expiration Date . 11/17/09 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05 -'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. REQUIRED INSPECTIONS: *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) Pool -- Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). Roll off container company must be on City approved list and cannot be placed on City right of way. Can not use the vegetation buffer area for access. Other Fees DEV REVIEW - SINGLE & 2 -FAM 50.00 Fee summary Charged Paid Credited Due Permit Fee Total 230.00 230.00 .00 .00 Plan Check Total 115.00 115.00 .00 .00 Other Fee Total 50.00 50.00 .00 .00 Grand Total 395.00 395.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 7 r f f,41 V iYr 0 CITY OF ATLANTIC BEACH i - - --F-T---r- _ i '', 800 SEMINOLE ROAD, ATLANTIC BEACH, ,, FL 32233 O� i . l I i °� OFFICE: (904)247 -5828 • FAX NO.:(904)247-5845 s , BUILDING- DEPTItCOAB.US t“ '. BUILDING PERMIT APPLICATION DUVAL COUNTY �+�, .., a, .,., •��� a ° .., v� - ..,,, .� ��� X ,�. a'" w }r�.�'u R �.r. �fi��` .- . ,.. .. s ., t, � , ., .. , '� �+ uw..,.. , �� r ��4'? ° �' . ,".' ". =f... 'a `c L1 \ 17 ; d J 1,e ri L.w. HO W ON • .; - - age _09 _ _ 1n ❑ NEW BUILDING 0 DEMOLITION _ : SZDENTIAL • LOT _ BLOCK SU SION oo�� �� ❑ ADDITION 0 CONVERTING USE ❑ COMME IAL " ❑ ALTERATION ❑ ACCESSORY BLDG. ❑ R / r , 49 . REPAIR QQOL SPA 0 YES G S ' b,- ` .$ ❑ N/A 9. NAME: 15. COMPANY NAME: n 23. COMPANY NAME: ijj 116.M 1 te 18.NAMER Gr&y, 24. LICENSEE NAM ad) tu 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: a I 4tQ rs L , e pc- i t- 5141 A �i 18. ADDRESS: 28. ADDRESS: .I'1 P.ct 3223 3 15714 L4Nk5:Je Dr; 3z-z33 • 11. OFFICE PHONE: t FAX NO.: 2. FAX NO.: 19. PHONE: 20. 27. OFFICE PHONE: 28. FAX NO.: aLi 1 I5 L1 I 33`1S�a1 1 ,41 cal 13. CELL PHONE: 1. CELL PHONE: 29. CELL PHONE: 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurlsdlctlon. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a _period Of six (6) tnont a at any time after work is commenced. 1 understand that separate permits must be secured for Ek trice* lit ift; , fiN atabillQ,.SI 410 tslfs6 Peale, furnace*, Sollars, Heaters, Tanks, Air Conditioners, etc. r OWNER'S APFIDAVIT`- I certify that all the foregoing information is accurate and that all work will be done in compliance adth all applicable laws regulating construction and zoning. I will not occupy or use the referenced bultdtng.or any part theroff, unto all ctlon$ llnaled and prior to obtaining a certificate of occupancy or completion issued by the buikfing offi as rag i l aw. , WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF OMMENCEI�ENT. k n , ✓ • ,, ir e'' ... - .:�_ D ,� _ ()'7 ,..,� - - �� cote: S = 7 -a A Before , . this day of y , 2009 in the County of Before me this day of r- .A. y , 2009 in the county of �,ppuval, - . - • has • - • :Fared State or Flitlida, has personally appeared ©ems. he by himself / s that all statements and declarations are rin by himself / herself and that all statements and declarations are true and accurate. true and accurate. ^ Note Public at Large, State of r L , County or I.lt/A. 1 Notary Publlc at Large, State of iF^i..• , County of 6G( Vet 1 1r Known lacrersonally Known ❑ Produced Identi8 0 Produced Identification Notary Signature: mil _ LL *r 41111111_ Notary Signature: • • 1 -� A 46.- NotalY Public State ° Notary Public State of Florida . Judy re _Apt Whit > � 1 . MdMy .,F • i My tniSSion 00/80123 • , , or w Aires 101111200 t 1. 4 BL0C30, P 00 • I TY OF ATLANTIC BEACH .,:: SEE PERMITS FOR ADDITIONAL FILE COPY ' REQUIREMENTS AND CONDITIONS. 1 ..., . • R EWEWBQBY:, //7 DATE 5 /,3' ocus To: William and Lisa Deem From: Theo K. Mitchelson Jr. Re: Architectural Review Submission — 2341 Fiddlers Lane Hi Y'all, I am pleased to share with you that your request regarding your new pool and walkway has been approved as submitted. (3/31/09). The only concern involved the location. There is "supposed" to be a 35' vegetation buffer maintained at the rear of your property between your lot and Seminole road (see your survey). That buffer has already been compromised with the location of the fence. Your pool submission indicates that the pool, inclusive of the walkway surrounding it at the east side, would not extend further than 40.9 feet east of the "south easternmost" corner of your home. Please take care not to extend any further in that easterly direction than indicated on your submission... I know you are eager to proceed. Please feel free to do so. If you have any questions, please do not hesitate to give me a holler. Sincer , Oceanwalk Association Inc. P.O. Box 331188, A tlantic Beach, FL 32233-1188 ' /roof: OF Cu. lt.$ : . • A). Co" 02 4- 4" ._•.8a O • P .C . � � ... 339 S. e�tl n - : lb . , _ vt tt1 O' • �� OL! . 2 � Ell C • 2 3.S 'll CaN cw E 7C I wnttc I(o.ZT to Z4.2' v 40 in j N ql T.9' Ioz' 0. GAR— JN NN r t` < v.K Et-: N •O N /7 ( tJ (t0 -9L) ' i *. '(� 6 4i, m fsscH I a' fR . . , NQ 49. (''• 3 ' N LO T O O 'L STORY S7UCC (` 3 0 2341 ( LOT 5(0 a F.F. EL.: (11.28) Q� .54 7.9 3 S t4 N r .o �'-_-- -- o Y 0 ` Zrio.3 79 r r 11 j — — xa - N - : 2 I ----- ' i (9 )( Li Li ) I-4 t in .— t 35 ' v E. G ETAT IO 0 - //- t,. e' a a _; ti -T- 5 • n/o∎V - Acc ss EA `E MEAT J y ' C5.s.t 7 5. 0 ° 02 ' 44 " E. --- 60. o ' s'S: °S 5 14IA.10 ..•E BEACH QAif) (Co UA,J-7-Y R04D Ala 6 / /00 ,q AA.) reEC-i- /e F 8, /995 TO 57-1Ot .. /MP/?OL/EMEtV75 LEGEND DA TE AUGUST 9, /994 — NOTES: • DENOTES CONCRETE MONUMENT SCALE I " = 3a ' X a< DENOTES FENCE JOB N0. Zaa lc 0 DENOTES IRON PIPE SET I. Bearings are based on 1?EC PLA • DENOTES IRON PIPE FOUND 95 - 3Z1z9 -00 DENOTES CROSS CUT 2. This is a 00 _' JDAR i- survey. ' - 3. Elevations shown thus (15.0) refer to N.G.V.D. of 1929. Richard A. Miller & Associates, Inc. 1. Subject property lies within Zone "X" as shown on F.I.A. Flood Hazard Boundary Profession/ Land Surveyors Map OQO D , Community No I Zoo 6701 Beach Blvd., Suite 4200 dated 4 - I - 8 g - Jacksonville, Florida 32216 i. Unless otherwise noted. any portion of the subject parcel that may be deemed as Wetlands (904) 721- ' by State or Governmental Agencies. has not been determined and any liability resulting 1 HERE' • RTIFY THAI THE SURVEY SHOWN HEREON MEETS THE MINIMUM therefrom is not the responsibility of the undersigned. IECH, ' STA DARDS SET FORTH BY THE FLORIDA BOARD OF LAND i. There may be Restrictions or Easements of Record evidenced by title examination that have SUR $RS. P DANT TO SECTION 4 2027. LORIDA STA T TES not been shown hereon. O NOT VALID UNLESS EMBOSSED WITH A SURVEYOR'S SEAL C HARD A. MILLE . P.L.S. PLS CERT. NO 384R i Pr oject Overview 1 I 1 I • 58'4" — — — + ■ — -- -- 4q . retum 1 I ________ • • m H ---- I En L 1 Ll r __-___ r_____-„, \ J--' - ,, , . \ 1 , \ , \ 1 1 I Exisiting home !II:i Designer RD Gray Scale 1/8 = 1' 606 u Date March 20th 2009 Phone # 3345421 I ANSI /ASP -7 2006 Specifies three methods for determining the maximum system flow rote. The following 1 simplified TDH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate: Minimum Flow Rate Required: 35 gpm Per Skimmer 7.701 ,Spa 1 . Calculate Pool Volume: 67 5 x x 7.48 (gal. /cubic foot) = I-47" Vat f / 1 1 0 ° ' (Surf. Area) (Avg. Depth) (Vol. in gal.) 2. Determine preferred Turnover Time in hours: G x 60 (min. / hr.) = 3 (Hours) (Turnover in Min.) 3. Determine Max Flow Rate: Z S 7o 0 / 'Co = 7437 + o = 7/. 3 p (Vol. m goi.) (Turnover loins.) (Pool Flow Rote) (Feature Flow Rote) (System Flow Rote) 4. Spa Jets: 4 1€ x / t gpm per jet = 4t 0%pa, flow rate. (No. of Jets) (Jet Flow) (Total Jet Flod'Rote) (For single pump pool /spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa) Determine Pipe Sizes: I '/ Branch Piping to be 2 '. inch to keep velocity @ 6 fps max. at P1 gpm Maximum System Flow Rate. Trunk Piping to be • . inch to keep velocity @ 8 fps max. at $ ' gpm Maximum System Flow Rote. Return Piping to be 2 inch to keep velocity @ 10 fps max. at 72 gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: C S P 2. Friction loss (in suction pipe) in Z inch pipe per 1 ft. @ r Z gpm = • t o (from pipe flow /friction loss chart) 3. Friction loss (in retum pipe) in z inch pipe per 1 ft. ID pZ gpm = • t 0 (from pipe flow. /friction loss chart) 4. G S x •t = ‘.. (Length of Suct. Pipe) (Ft of heod /l ft of Pipe) (TDH Suc1. Pipe) 5. GS x • /V = C,a (Length of Return Pipe) (n of heod /1 11 of Pipe) (TON Return Pipe; 5�a 4o tf o 4 ;d TDH in Piping: 73 fit I �'- Schec 5/A $..c. dro... • ' r 4 0 Filter loss in TDH (from filter data sheet): S ;t- r. �'t 4.-r . S r� J f td#,.4k 11.411 iv r °ipe he Heater loss in TDH (from heater data sheet): / 0 .t-t. i' Total all other loss: /t.. t it-Pi; ' 2' Total Simplified TDH: 414 2.s 3 • Selected Pump and Main Drain Cover a' s' Pump selection 54 R. O c ws Pk using pump curve for Simplified TDH & System Flow Rate (Pump model and size in Horsepower) Main Drain Cover Ale {s. -3.c1 4462-3116 (System Flow Rate must not exceed approved cover flow rote) (Make antl Model) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. Determine the Number and Type of Required In -Floor Suction Outlets I % 0 type of cover • 0 Dual Main Drains V suctions outlets @ 1 /GC Igpm max. flow 3' -0" 1 ■ { I I 0 0 0 Multi Main Drains suction outlets @ I Igpm max. flow Channel Drain channel drain @ 1 1 gpm w/ I -Torts Pool Specifications Pool Specifications Excavation Length: 40 Type: Width: 16 Remove Dirt: IP Depth: 3.5 -6.5 Stumps: Perimeter: 1 U(4, Remove Fence: own Square Footage: C•75- 4 / Replace Fence: own ■ capacity: __2 - Remove Decking: Jets: Water Features: Equipment Spa Specifications Length: 10 Filter Pump: 2 hp dyne glass Width: 7 Filter Type: cartrkge p1./N - So Depth: 3.5 spa Pump: - --, Perimeter: v ¢ +fF amps: Square Footage: '7' fp Chlorinator: Easy Touch Capacity: /1 ea/ 2 / Cleaner: .S■■•••10' 2 ' f Material: Other Equipment` Water Features: Hydraulics Deck Specificahon Pool Line Size: 2" Length: m 10" _ Spa Line Size: 2" _ Width: w Skimmers: 1 Perimeter: Square Footage: 1100 sq it Returns: 3 Deck: Brick Pavers Drains 2 Coping: Brick coping 10» _ — Auto Fill: _ _�I iw Tum Over Rate: Tile specs g ' Size: Style: Additonal information ‘ eft: Interior Finish Manufacturer: Color: # Bags: / / , , n i ,_ u , - „frei: d w J V ( -1 Y\D \ Customer Deem Address Fiddlers Lane TDH Calculakan Ovtians Total Head In Feet Con version Chart For each pump Inches Mercury (Vacuum Gauge) Che .ck one. 0 2 4 6 8 10 12 14 16 18 Sirnol:died Totol Dynamic Head (S T )H] o 0.0 2.3 4.5 6.6 9.0 11.3 13.6 15.8 18.1 20.3 LLLLLL Complete STH Worksheet r- Fill in 311 blanks. 1 23 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 9.1 11.4 1.3.7 15.9 18.2 20.4 22.7 25.0 Totol Cynarnic Hea4 (TDH) 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 2>.3 1 1 Comp'eEe Program or other ca.cs. Fill in required 9.2 11.5 13.8 16.0 18.3 20.5 228 25.1 _ 27.3 29.6 blanks on worksheet & afjcch caICUlaticns 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 Maximum slow Capacity 7 16.2 18.4 20,7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 of the new or feplacemen( pump 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 m 13 30.0 323 34.6 36.8 39.1 41.3 4.3.6 45.9 48.1 50.4 9 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 1. If a variable speed pump is used, use the max. c 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 pump flow in calculations. m 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 = 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 2. For side wall drains, use appropriate side wall drain m 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 .61.9 flow as published by manufacturer. " 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 v 20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5 3 . In -Floor suction outlet cover /grate must conform to r 5 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9 most recent edition of ASME /ANSI A112.19.8 and be d 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 embossed with that edition approval. 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8 - 4: Pump & Filter make, model and location can not 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 change without submitting a revised plans and TDH 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 80.5 82.7 worksheet. 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 828 65.0 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 , 80.6 82.9 85.1 87.4 89.6 , 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 920 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 92.0 1 94.3 3.3 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 34 78.5 .80.8 83.1 85.3 87.6 89.8 92.1 1 94.4 96.6 98.9 N, 35 80.9 83.1 85.4 87.6 89 9 92.2 94.4 1 96.7 98.9 101.2 1 v NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER 1 THAN THE CALCULATED TDH. and Friction Loss Per Foot ule 40 PVC Pipe Velocity - Feet Per Second 6 f 8fs 10 fps 16 gprn 0.14' 21 gpm 0.23' 26 gpm 0.35' The following cut sheets are included. 37 gpm 0.08' 50 gpm 0.14' 62 gpm 0.21' 62 gpm 0.06' 82 gpm 0.10' 103 gpm 0.16' 88 gpm 0.05' 117 gpm 0.09' 14-6 gpm 0.13' Pump ElHeater 138 gpm 0.04' 181 gpm 0.07' 227 gpm 0.10' 234 gpm 0.03' 313 gpm 0.05' 392 gpm 0.07' Jets Filter T hear h 534 gpm 0.02' 712 gpm 0.03' P Y Main Drains Water Falls EDOther Swimming Pool Specificat For: Dot, Poo/ C+ 2341 $ r,.►rrr•1... 8C9a; RJ. f 1 eentrclon Signature '1 AD .\ Cor•.t FnnLd Name / � Ct` 7 Canlvcbrs Cen. No. ■odradors zlophone No ■ ice.,∎ 1 ' _ ••+ May 12 09 10:55a RD GRAY 9042474436 p. NOTICE OF COMMENCEMENT State of P LL ' Tax Folio No. County of !-- � ru- To Whom It May Concern: The tmdersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. "6" Legal Description of property being improved: '-1 A - ern l - () Sr -ZS - C/ F -( -) S .1G t • Address of property being improved: a3 4- 1) 1 i c J p t' LA) General description of improvements: ../-(=- •Sw► +� r• ,.� fro _ I Owner: iAJ ►,,:A w Address: -Q3LA F. ..1ci iptS LAI 3 ? ] Owner's interest in site of the improvement: ) Fee Simple Titleholder (if other than owner): Name: I ,�► POTS] LL( 1)b t9tQy Contractor. At Address: / / (o L : 5`...k L,c ,' / ` Ark 3 Telephone No.: 33 Li S y44. / Fax No: Surety (if any) Address: Amount of Bond $ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself; designated by owner upon whom notices or other doannents may be served: Name: Address: Telephone No: Fax No: In addition to hirnseIC owner designates the following person to receive a copy of the Lientor's Notice as provided in Section 713.06(2x6), Florida Statues. (Fill in at Owner's option) Name: • Address: Telephone No: Fax No: _. Expiration date of Notes of Commencement (the expiration date is one (1) year from the date of recording unless a different date is . specified): THIS SPACE FOR RECORDER'S USE ONLY 0 • 5.r'! , .:I /' Date : $'7 O - this icl. day of. 4 in the County of Duval, State Of Florida, has personally appeared Notary Public at Large, State of Florida, of K+NaL My commistian expires: 10/11 o ei Personally Known —� -- -- or fixed Identification: Doc # 2009111428, OR BK 14870 Page 2369. "'4 at Fla* Number Pages :1 ppbpt� Recorded 05!12!2009 at 09:31 ANL My errt> mi x60 JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 234 -5ev a /.0 -e . 4 „0?I ,'j' !/ a ee ��9 C • " f /Qo ail # 641 ZDJ'rsr (2 X I 7r, yy,1/7r3z 83d 4 �f G3 ¢o Lir,.. PkI tv n , ) 34'x,4 19 WAl* WA 1 • YS x) )O ,o $ 0 ,.f C••c,. 54 d A -C. Po Fit 9 1.5' P./ IPS .r 1.7 ,31 .3 Pv 'Pea/ z/Ga4. / 5. 5O 0 /40/Qrrf_vJ 31-2r 7.Z�0 0 k- a { . 12 Dura -Glas 11 Pumps 0 200V/3 Phase Second Generation High Head Pool /Spa Pump tr STA-RITE* fi r \ ' VI Featured Highlights L. ' £ ' �, , c • Quality Construction —The pump that reshaped 4 - : M --. the swimmin pool pump indu is still going ` ,,, ^•: 1 ? * : strong. Constructed of the industry leading and :� time- proven glass- reinforced composite resin [ i e. '' • High - Performance — Designed to move large r amounts of water in applications with more 6 ,' plumbing and accessory restrictions I `"< ,,: --- ... - , ' • Low Maintenance —The large trap basket holds more debris, which means less cleaning.The clear polycarbonate lid let's you see when it's time to Dura -Glas II Second Generation High Head Pool /Spa Pump empty the basket • Self- Priming —Will self -prime up to 15' above water level P4R SERIES —The second generation of our most popular pump • Dual Drain Plugs — Finger- tightening plugs located is available in 3 -phase or 200V/3 -phase models. For indoor or for ease of servicing and complete draining when outdoor installation on residential or commercial pools or spas. required • Long Lasting — Base is designed to keep motor 3 -Phase pumps require purchase of Magnetic Starter. high off the ground, preventing rain water splash � from disturbing internal motor components Ordering Information Port Size (NPT) Carton Wt Product Voltage Full Load Amps Nominal HP SF SFHP Suct. & Disch. (Lbs) SINGLE SPEED PUMPS P4R6D3 -186 208/230/460 3.6/1.8 3/4 1.67 1.25 2" 38 P4R62D3 -186 200/400 3.8/1.9 3/4 1.67 1.25 2" 42 P4R6E3 -187 208/230/460 4.7/2.35 1 1.65 1.65 2" 42 P4R62E3 -187 200/400 5.2/2.6 1 1.65 1.65 2" 48 > ; P4R6F3 -188 208/230/460 6.8/3.4 1 -1 /2 1.47 2.20 2" 48 P4R62F3 -188 200/400 7.6/3.8 1 -1 /2 1.47 2.20 2" 50 P4R6G3 -189 208/230/460 8.5/4.25 2 1.30 2.60 2" 50 P4R62G3 -189 200 9.8 2 1.30 2.60 2" 52 P4R6H3 -190 208/230/460 1 1.5/5.8 3 1.15 3.45 2" 54 € n ACCESSORIES C3- 1 85P3 Acrylic Trap Lid for P4 Series (Biguanide Resistant) 1 U79 -1 1 Lid Wrench for 5" or 6 "Trap Lids 1 11201-0154-10 PVC Union 2" Male NPT x 2" Female Slip 10 pak 10 17350 -0008 Rubber Pump Base Pad 1 NOTE: 200 volt and /or 3 -phase models are available. Some 200 volt and all 3 -phase are not U.L. Listed.All 3 -phase P4 models N.S.F. Listed.Also, stainless steel fitted models available. NOTE: All Dura -Glas 11 "P4R" Series pumps are U.L. Listed, U.L. Standard 1081. See p 188 i i• : Dura -Gl 11 Pump (Cont'd) } 2O0V/3 Phase Second Generation High Head Pool /Spa Pump , � u) Dimensions and Performance ovi r O 120 C KEY ® D. 1 A. P4R6D3/P4R62D3 • .' 100. BEST EFFICIENCY SIZING B. P4R6E3 /P4R62E3 LISTED ',. e. C. P4R6F3 /P4R62F3 I- 80 D. P4R6G3 /P4R62G3 LI, E. P4R6H3 1 Y T Q 60 14 ' H 40 D \\ PO 20 A ❑ E k 'r 0 20 40 60 80 100 120 140 160 180 U.S. GALLONS PER MINUTE -- 10-1/2 —.. —I 2 NPl DISCHARGE I ' ' ` 1 �A� 1 2 NPi SUCTION a w _ r L-, //- 1) 15 -3/8 1=1=11111 1111•111=1111 ' 3.3/8 — -per, — - — - — � 1 _ l 1�� ��1 c:::, -- o �� :: ��1 10 -3/4 ` �\**,. �� // I f _ J -,—`� 6 -1/2 -�I11 I — ,/ I — 11 5/ 16 ---- 1- 3/8 - -- — 3 -1/2 —I -,. 1/2 DIA 2 HOLES i I_ . _ - -_ 16-1/4 - _ .. - - - - - -- - - - -- — - -- 11-1/4 -- - -- f Catalog Number Dimension "A" P4R6D3 -186 23 -7/8 .14 - P4R62D3 -186 24 -7/8 ,% ' P4R6E3 -187 24 -7/8 P4R62E3-187 25 -3/4 P4R6F3 -188 25 -3/4 P4R62F3 -188 26 -1/4 P4R6G3 -189 26 -5/8 y " P4R62G3 -189 26 -5/8 P4R6H3 -190 26 -1 /8 All dimensions shown in inches. a See pages 500 - 501 for replacement parts. 189 , ,a� 1 { ,'�, Sy stem:2 Modular Media Filters I � . PLM Series Filters ,' } , i STA— RITE , 4 ett I/^••••• Featured Highlights ( i ,irF • Typical Installation — Aboveground pools, inground pools, and ,i w � s •- .. inground hot tubs a r y ri „` • Quality Construction — Durable two -piece tank housing !` 'vfi'f w constructed of rugged ABS thermoplastic to ensure a long - I i,f lasting tank life ;" , • Easy Access — Posi- Ring locking ring provides safe, fast access ,; + , __ • to tank internals m ,r ' ;; d • Patented Design — The patented, innovative balanced flow it � , design first introduced with the Systemi3 Mod Media filter ! is now available in the smaller System:2 filter, enabling i' I� maintenance -free operation for pools of all sizes II F 1 0• Low Maintenance — Complete media coverage combined with 4 11 „,i , shallow pleats means greater dirt holding capabilities, resulting y �,i,i System:2 Modular Media Filters PLM Series in longer filter cycles and less cleaning Protected by U.S. Patent Numbers • Large Drain Plug— Filter includes 2" NPT Drain ports, which 5,190,651,5,653,831 and 6,036,853 are provided with reducer bushing and I -1/2" drain plug � 1 Sta- Rite's modular media filtration is the perfect match for both the inground and aboveground pool markets.Advances in media technology and balanced flow design provide dirt - loading capabilities up to 15 times greater than sand filters of equivalent size.Virtually maintenance -free operation for today's pool owner.The small diameter footprint makes i+ the System:2 filter a perfect fit for new and retrofit installations.The interchangeable ports provide multiple plumbing fi ' options. Modular Filter Tanks allows for quick change of filter medias without changing the tank. Contemporary style and matte black finish looks attractive in any pool setting. l , 0�'i O rdering Information 1 � 1, , 4;ii T urnover C acity {In Gallon. f O timal z Tank Port Carton Filter Area Performance Flow Rated (Flow Rate x 60 x_Hours) Size Wt (Lbs) Product (Sq F) 8 Hour 10 Hour at th GPM GPM (Sq Ft) 6 Hour ts, SYSTEM:2 M ODULAR MEDIA FILTER -`PLM SERIES li i 41 s P LM 100 100 50 - 75 38 - 100 14 - 36,000 18 - 48,000 23 - 60,000 2 " , 42 i' I 75,000 2" I `, PLM 125' 125 50 -94 47 - 125 17 - 45,000 22 - 60,000 28 - 1:; Si, 43 e �`' PLM 150 150 50 - 1 13 56 - 150 20 - 54,000 27 - 72,000 34 - 90,0 2" 4 1. ' 1. 1 PLM 175 175 50 - 120 66 - 150 24 - 54,000 31 - 72,000 39 - 90,000 2" ,_ 45 ' lI 000 36 - 72,000 45 - 90,000 2" PLM200 200 50 - 120 75 - 150 27 - 54, 53 ,, '„ t , PLM300 300 50 - 120 113 - 150 41 - 54,000 54 - 72,000 68 - 90,000 2" I 'Operating at this GPM will provide the longest filter cycles combined with the best and greatest dirt - loading capacity. ,' ' jl Larger filter area will provide longer filter cycles between cleanings. � i l I , <<j i', a Based on NSF recommended flow rate for commercial at .375 GPM per square foot. Note: No backwash valve required. 1 k' Note:Operating Limits — maximum continual operating pressure of 50 PSI. Pool /spa (bather) applications, maximum f i operating water temperature (internal filter) 104°F (40 °C). ti i' .p 48 . ' ! 4 System:2 TM Modular Media Filters (Cont'd) . , q PLM Series Filters Z y Ordering Information iii '' 1 Description Carton Wt. (lbs.) ACCESSORIES FOR SYSTEM:2 MODULAR MEDIA FILTER - PLM SERIES � w t,' 27002 -01005 100 Sq. Ft. Replacement Module for PLM 100 I 1 O''Q 'r - fi7002-0125S 125 Sq. Ft. Replacement Module for PLM 125 11.5 . r {� 27002 -01505 150 Sq. Ft. Replacement Module for PLM 150 12 4. X27002 -0 1755 175 Sq. Ft. Replacement Module for PLM 175 13 F ' ` " 27002-0200S 200 Sq. Ft. Replacement Module for PLM200 14 ' 27002 -03005 300 Sq. Ft. Replacement Module for PLM 300 19 ' U78 -820P 2" x 1 -I /2" Pipe Reducer Bushing 8 oz." °' ; 27001-0130S Spring Check Valve I 1k 1 ! 1 ' f Dimen sions and Performance r ni lase 4 8.58 NSF PLM300, /., Listed , ' , (44Z1 I : I F ` 11E11 tT P 37 i „ A..; 1 111111111 11 1 1 TiL1 1 11,1ifill11111 1 111 WT I t U f L I I I I I il U 1 7 21:2 DU7LET ` '' ' _ _ T NPf _ OUTLET _ _ ,..,4 -2,, INLET I� 1 I I .2 °: T, 1. '�a� 1.. I I� I� - j 1� C " �I 7'NPE I� O 225 j T _ _.. 1 500 - 1500 1 - All dimensions shown in inches. 0 20 k a 18 Z 16 i t a 14 ',. O O C 12 qv D W 10 b ft CC N 8 W 6 PLM100 , PLMI25, 4 PLM 175, cc PLM200, PLM300 1 O. 2 0' ■ ) 10 20 40 60 80 100120 140 160 FLOW RATE IN GALLONS PER MINUTE 4 See page 358 for replacement parts. r"u 49 . • • ' . 0 i:: . i (1) (1) r2 tll .-• (1) f.0 o CO ■ ID ........ . Zii 0_ 0 - 5 cc' g . . 0 rt .– :.:::::: a I-- ..c a) 5 = ' .S 0 sa- o E ::::;::::: o_ 9, (.0 c ........ .... '5 '5' co yr 0 01- 0 , . .c .... 0 0 I E 0 : .:*.i I ' .– d g .s. :.......... .•• ..31-- L co_: , _ c s, 7 _8 t 0 0 Q- , uj \- ;:;:i..: • •:::::: ......." • • •::....*:•.• :•::. ...F., C. ..., ,t- In - 0 "- Q. cp ° iN lii . 1111 r4 § ›... 0 0 a) v l :::::: *E' < Cf) ti 0 w ° ..• cc ' 0 . Z a) 47 . 3 Lo :........ 4* 0 .- 0. (I) , ou >, ::.::.::::... • -........-... 'Fa. ..... -----: 11 6 E co 0 ct 8 0 — 'I \ lb E § • a) ...E. 11111011sol c 0 © e ir') a) t....-; ro o I S ` a) o co 43 . 6 0 c 0 . ::_i c F w 0 ct Ce al Z 2 1 @ i g cc 6 •0 11 I - -- 6 10 i 1 a g 0 .-----‘..4.' c. /- s— 0 0 F- ., / • . 0 kz. . /U! CL a) IN, ... —c ■ O . CO t '''t '', .- 2 l• I, 11 0 >+ 'is , 14 i= I— II = c , / / o R / - WN O 5 A '■... *t ■ '''' ' • • . ,, 8 k.. a s. — • ' Q CO Ca t el- \ a '■ -.. C —6 s ' \- . 0 : 1-21" t a ca E o ca r... o a?. .............. ::::I I,. ... k.... m Ts e– u. 7 Re.■ C C • E ....... M ti :i 5 < —I e ( 41 *"..• - :.::::::::::: prommiamormilmlommla: a) • — _ s... D m 4, .,.... •: : : . . .:. ....... To co co 4 o .= .. .-...:::. 0 - - 03 o >" 0 N 6 to :.:::.....:.: . • — 03 i _ v. 10,• (1 ........ • 1.7 I— > E 0 E -o _ = .. .. i ,T o t3 ti c9 ::::::.... s z 9- 0 ... a L. 0 •••■ ... \ - A . g a ' ) .2 — -a < a) 3 m < - 5 CO 6, , MI I: ■C 0 ... 0 CO av („) ■• 4 " . " cf) CD 1T$ 0 ur ra = 13 . Z CI) y T'oP of cu11•$, • Cv /: ^ i . n. K T S� PC ( tag 3398) Q NT _ • IY - . 0 0 • • N. . �' t( 3 . 5 `ti V . I �{ CoU tRE TC _ N WALK • /692• x ,,k Z4.2' v t j �V) 7.9. IvZ GATL. u m0 - 0 N N �•r. EL.: t N 00.97.-) N 1g 4-i 4 0 - s:ac..r I' ;L� 41 �� i3- N Lo T fl O 2 5TOFZY r 6 WO 2 341 t C o - r . 5.4. =...) F.F. EL-: 01.28) P .54 Q l-9 30.9 t4 Y! 0 c k ..„,, - - � a 26.3 79 ` * III • _ ;; - 1 1 t in ) 7 • - 7 - 3 V EG6TAT I CT N-7 80Fr&..R (F R VA - r ED k •--�? 1 k - K o. g 1 N t y q � _ tl ¢ - 0. Z .. ';:111. , S t y7- S • n/av- Access EA SEMENT l SS e Z . 4 �.. E /.. ,. •'T' O G�. D • ls.s.S.S 5EI- frAie,c_ F3E4CN QAED (co uw-r- ' ROAD A.o 6 ) /_ MO . 2 /' ._. a - 6 ) -6 ): F E6. B, /995 TO SHOW ! 'Li P l?0VEMEA..JTS LEGEND DATE Arxr s, 9, '994 - NOTES: • DENOTES CONCRETE MONUMENT SCALE I = 3o x - x DENOTES FENCE 0 DENOTES IRON PIPE SET JOB N0. 288 t o I. Bearings are based on RECORD PGA r • DENOTES IRON PIPE FOUND 95 -3zr 9 -pp x DENOTES CROSS GUT ?. This is a Bot_huzaAR U survey. 3. Elevations shown thus (15.0) refer to N.G.V.D. of 1929. Richard A. Miller & Associates, Inc. 1. Subject property lies within Zone "X'• as shown on F.I.A. Flood Hazard Boundary Professional Land Surveyors dat 4 00 z:› 9 , Community No T zoo-75 6701 Beach Blvd., Suite 4200 Jacksonville, Florida 32216 i. Unless otherwise noted, any portion of the subject parcel that may be deemed as Wetlands (om) 721 - by State or Governmental Agencies, has not been determined and any liability resulting I HERE • RTIFY THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM therefrom is not the responsibility of the undersigned. TECH. STA DARDS SET FORTH BY THE FLORIDA BOARD OF LAND i. There may be Restrictions or Easements of Recordevidenced by title examination that have SUR IRS. P UANT TO SECTION 4 2 027. LORIOA STAT TES not been shown hereon. f / NOT VALID UNLESS EMBOSSED WITH A SURVEYOR'S SEAL ____ _ ' CHARD A. MIL . P.L.S. CERT NO 38411 May 13 09 07:45 ontrirz.tif a . _ . p.1 vti p. 1 ,, • 0 • 0 _ 7 „ 4 ". / .. Bir mu n ....,fire _ •• . • . , :. - . i aRTIFKATION OF COMPLIANCE I 4 _. , . • t En,,, ,. 47t-VCIRTEX SUMON OUTLET F"N 640-231 . . I. . _ 1 • 1 e . . ... a is e r . .. . . Contents: i / .'" . .... a. .. ... ... d r. l . . ' .. • .. . . • .40 did% IP •da . . Part Neater: 640-231xil I. et 1. Illr •■• .. , , • • • • d• - . d• 0.0 • AP • e t ." • •• j./ • .. did im ••• d• • • .. .,. : . • • .• ' ' ":r / • •. : ■ '.71:: . - 4 *.kIt'el''e.6121.' Delaittin: Round Anti-Vorteic Suction Outlet 1 sue r - Open ker. 11.83 le - &Mt k5 fps 55 Marcie* Nair mem . ViblIflowRale 64 GPM . . . DateeflAanolectore; - - . lids product has Imo weed to AWLS& 112.1914107 (adendum 82-08) per 1404 et tbe - *Oa Want 9 dcer (VEI 200t) Pool sad SpaSafeby Act, Certified bp: Undensiters laborite:AM • . i oc.„ Z929 E. Weal ifityray,5ule Brea, CA921121-6729 . . _This product is aubleci to r:omplywiahlt404orthesersioh Graham Baker NCB 10011 Pool andSpa • - saieri sa.Accily dtbe testnsultsfor the above meibe found at Invemata wayplastics.com or w i urevatul.cors.Thispgeductis manufaciured byWatenvey Mastics, Chord. Cit 93010 • in semr• • ClioriOgigg9- • ..,........1 • . -„, -........ 220) Est Stela !tad Oinsal. 06 93030 -Pk. WISP91114INZ•Paa OS 981-9103 • In" "r---- ea memerteejahalkscoa1.wateenyEara t e rear je lasties.cont womi.o.... . 1110411.141.271X • ' . • . . . • . May 12 09 07:46p RD GRAY 9042474436 p. 2.`a ate- C -Th e ern Pool and Spa Heaters :R '' r ' ` "'" The heat is on , . - a ♦--- - -- - - - - -- A vices from the top 1 I u r } --- ... - -- Self diagno, tics , L __ Easy on the 'environment a' - . Tough exterior - "a r' i#fit r f j i,... . ' This heater is hot! Pool HEATER SIZE HEATER SIZE Oared AZOONA1t11140I9t333NAANHOISYI •. • 9t]OON UYH0100.333NAA:PMDISMOp+WUYND Pool professionals will tell you the Max- E- Therm is an industry favorite 24 Hrs. Pod Cywdq in cakes Pad Surface Am In Sq. Ft at LS' 0e9th for heating pools and spas. Its sleek contemporary styling offers pool 5 97.383 162.143 194;766 2364 3.935 4.727 owners an easy choice over the traditional -style heaters — those TO 48,691 81,071 97.383 1,182 1,968 2.364 15 32.461 54,048 64922 788 1312 1576 plain - looking, Junky metal boxes just waiting for the rust to set in. 20 24.346 40,536 48.691 591 984 1.182 25 19.477 32,429 l 38.953 473 .787 945 ':?t,; The perfect mix 30 16.230 27.024 32,461 394 656 788 ' _ : " ; Is the toe test telling you the water could be 35 13.912 23,:63 27824 338 562 675 t �;' 40 12.173 X268 24.346 295 492 59 ` .0 a bit warmer? No problem. The Max -E -Therm can quickly warm your pool or spa. A perfectly Spa Sizing (G) ms =:r ., ;': ( ,' * , balanced mixture of fuel and air is ignited in MODEL 200 300 400 s0a 600 100 900 1.000 ... Ml for 30 F Teaperatt a Ruse (H Input m 1000 6TtRHR) a .' . the combustion chamber. which produces th e SR200N,4NLP11 -ID 18 27 35 44 53 52 71 80 89 optimal temperature for faster heating. SR333NAILPYND 11 16 11 7 32 37 43 48 53 SR4CONAP -PMD 9 13 18 22 27 31 35 40 44 Rated lst in its class! Note The :hart is based on a 30 °F ( - 1°C) temperature iise, discounting losses and only based on heat required to raise temperature in minxes If operating cost was holding you back on a heater you can proceed Two -year limited warranty. See warranty for details. with confidence — Max -E -Therm has an efficiency rating of 84% — # I in its class. Available from: rte". -. '"'':; Vi 4 STA -RITE' \\ ... ,.. z. - -- _ - :- . . ,.;,., .. ..-. . -a,v,,,, 111 \ \\ - , Simply smarter. Al K- w s -''"- www. ritepool.com - 4t-.4. ... Phone: 800 -83 I - 7133 Fax: 800 - 284 - 4151 pumps / filters / heaters / heat pumps / automation / lighting / cleaners / sanitizers / maintenance products 1)06 Parr H PI.720 @ SCAOMO ®x O6 Pencdr Water Pod and Spa. Inc. AS riyl.rs reamed. May 1,2 09 07:47p RD GRAY 9042474436 P• MasterTemp & Max -E -Therm Heaters • pentairmigiftwectr. / + STR -RITE aftw sa0A6f inure r AVERAGE PRESSURE DROP FOR AI,.1. MASTERTEMP AND MAX -E -THERM HEATERS (Each modal has a dWarent minimum Ming flaw eal 9.00 7.00 8.00 • „�. a 2 1.00 1 4.00 3.00 • 2.00 1A0 0.00 1 0 20 40 60' so 100 120 140 • FLOW RATS IN GALLONS PER MUTE • Rev 02/19/2009 s U1 ..4 cn N n"� N� G) cu ro o 3 _ a .) rte'*, 5 cC f a a_ c3'� 3 to •• N, 0 _, fa od B� �a� ° to CD liC rrt "40 ro - TI Cn0M N n ° C N CO 3 1 a) 3? 3K -° ;74: r te a) p a D(; �� o o a p 3 , < j= • m o 0) as x o EP, to C)) = N O O fD _' N a Q to o w 7r r CD o 0) 0) 1 1 8 0 2 r ..) 0 0 7 d 4 4 50` 71 ' • j-4 Alf-‘44 City of Atlantic Beach APPLICATION NUMBER t5.ir�. (To be assigned by the Building Department.) Building Department .- ....t-4.),- 800 Seminole Road ' _f __ _ Atlantic Beach, Florida 32233 -5445 o Phone (904) 247 -5826 • Fax (904) 247 -5845 y E -mail: building- dept(aoab.us Date routed: ., � 2- "�'; City web -site: http: //www. coab.us APPLICATION REVIEW AND TRACKING FORM Departrgent review required Yes No L i i Property Address: : arming & Zonin • --Pie / - �- — s• lilts rator Applicant: i$ /iri �" /V TOO ublic Works u rc til'�ties Project P ublic Safety Fire Services Review or Receipt Date Other Agency Review or Permit Required of P Ve rified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑ Denied. (Circle one.) Comments: B P. - PLANNING & ZONI a",L Date: as % Z D �J Reviewed by: / TREE ADMIN. PUBLIC WORKS Second Review: [Approved as revised. [Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: []Approved as revised. ['Denied. Comments: I Reviewed by: — _ Liaikv. nac nPPn mlrlrnvpn ac C11tIM1tte(1 1 ii i 1 I (Ili 1. The only coTicern involved the location. ;'1 1 f . CI TY OF ATLANTIC BEACH l i { I I , : P 09- 8 0 0 SEMINOLE ROAD ATLANTIC BEACH.. FL 32233 OFFICE: (904)247 -5826 • FAX NO.1904)247 -5645 BUILDING4PTOCOAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY t JOe ADDRESS: 2. VALUATION OF1NI 3. SO. Fr. ORDER ROOF 4. LEGALDESORIPTIQN da I s. C LAS S OF'MYCIt}a USE of S'TRUGt1R CI -O$ R 5 "' ,4e) °(� ' C ❑ NEw SUJLDING Cl DEMOGTION _ : DENTIAL . T LOT _ BLOCK S ❑ ADDITION 0 CONVERTING USE 0 COMMERCIAL 7. DESCRIPTION 7f M1ORK ' 0 ALTERATION 0 ACCESSORY BLDG. 8 FIRESPRIPOtLEFt .. '&'. ,. CI REPAIR X X / SPA 0YES CI N/A _ 7F, ...1....1 t ►A... • ( © MOVE CI OTHER .. • 9. NAME: 15. COMPANY NAME: 23. COMPANY NAME: �`� 1\ .r cL U4 1 V I f W , F ( 16- i'•h �3 . . M 16. N A ME: t) (5 (6 l' (A' 24. LICENSEE NAME ( j CX 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NQ.: 25. STATE OF FLORIDA LICENSE NO.: )3`„1 ) 1=, dpi le rS L. n r c:'L i Li 5 y y 16. ADDRESS: 26. ADDRESS: Cat ` l . C kl'• 3 ' 3 3, /5 /--1 .., k) C►e Dr 3;2233 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: ``20 FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: atilt 33‘15"1.1 t ,QE-ii QC).J 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: 4A`outane tatai e > 1301011 -CoNPANh(.. tlloR"IBAG L 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and Installations as Indicated. t certify that no work or installation has ceanmenced prior to the issuance of a pemtit and that an wort( %WI be performed to meet the standards of all laws regulating construction in this jurisdiction. This pemilt becomes nul and vo If work Is not commenced with sbc (6) months, or If construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools. Furnaces, Sollars, Heaters, Tanks, Alr Condltioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that aM work wilt be done in compliance with al applicable taws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or compietion issued by the building official, as required by taw_ WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY' BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. owttaR 4rAGEN . aRA 1 ' 1 1 otAlra Powerer MiinoyorAt toterttegt4rwti (---, ) :; . Date: .5 " ) 7 -, ..- D Date: S _e) r ..�.r.- Before this day of f alt : _ . 2009 in the county of Before me this . , day of +�" 44 y • 2009 in the county 01 it.....‘ apt � •..�X - by himself / '® that all stat and declara are 'n by himself /h erself and sums that all statements and declarati are true and accurate. T i true and accurate. Notary Notary > at Large. State of t" i- , County of 4.t /OJ Notary Pudic at Large, State of # , County of c4! L t/R. I &Corson:ANKnown l3 arsanalyKnown.. ❑ Produced ... ❑ Produced Identfica*on Notary Signature: ■ : - ` /1 A Notary Signature: ± Ii _ a A l/ IVA, N otify Public State m 1•kNtoa �-- � �, y L 00480123 1 N�' Public r of Florida • �i i � Expires 10111✓ZQ49 Judy . °+ E 1!)It112009 BLDGOI Pernik ...:. � • '/16/2006 ,- .+- •••• -r+ l yr;j i City of Atlantic Beach fay 2 ?00 APPLICATION NUMBER t Building Department (To be assigned by the Building Department) M. 800 Seminole Road 9 1, Atlantic Beach, Florida 37233 -5445 f / Phone (904) 247 -5826 • Fax (904) 247 -5845 ''..Diti' `V E -mail: building- dept@coab.us Date routed: ..J 2- City web -site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM • Department review required Yes No c2 3gi i -5 L ,w uild Properly Address: canning & Zonings„ Applicant: /Si/nib misfrator �6 t '` � �ublic Works Public Utilities Project: /UE L Public Safety Fire Services Review or Receipt Date Other Agency Review or Permit Required of P erm it Verified By Florida Dept. of Environmental Protection Florida Dept of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcohokc Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: ['Approved. Denied. (Circle one.) Comments: ®' BUILDING d5& a � 7`" PLANNING & ZONING Reviewed b . Date: /s/ TREE ADMIN. Reese y PUBLIC WORKS Second Review: tie Approved as revised. ['Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Date: 51 Reviewed by: . Third Review: (Approved as revised. ['Denied. Comments: Reviewed by: ,_roP of CUR213. N. o ° oZ' 44" 9a 1 __ . P.C ' i<._._____., ° " ..�..1 Yi -..v s5.od • Yz -J n (nig a3'3.6) C ON . ' to �m` • O J 3.5 . - COP CAE TC . J -• it 1.AJAI. le .m Z4.2• 06 - uS ( 4 1 G. GAR.. a Q NI G. 'rte O N - 00.92-) .A .. 0 ` 4 . 1 . .dw� (`R (` 1 . Z 3.6' _ •••..... 3. im Of ( ! O 2 - 5T0 1Z`r 5 TVGCO Lo "7" fl f City of Atlantic Beach L o7 a m o z' a! 8 Plinntng and Zoning Departmeg SCo 1 F- F. EEl : 11.20) N" • a . 4 I verifies compliance with applicable • . . .division and other local land • m regulations, but does not constitute • —" , 9 30• �_ - �_ • Trv- -. al , the Issuance of permits. Compliance Building Code and an other appUcabbt t` ° • .. : tat - and Federal permitting requirements ID 4' zm.3 verified by signature of the City of Markle 1 - 'D - :' B Ajling tip the et a a DU flatN. 43‘ aBIL 1 I di Q / e. I Y 1 (9X99 palm tt .. � ..•- t , 5 7 3 ' �GETRTI f3lJFF� (' RIVATE 0.6 o. )3 x i _ w a /•7. 5' 'Jav-ACC &ss CAseMI�.JT E 0 (5,S) S.0 02' 4!"E. - 80.0' .1 :sas 5 • H1A10G.. BEACN A'QAID (COUA.fT'Y I'04D /tea (009) roc. R'/!N) REG- J -/ELc- - a 7 : FC3. 8, / 99 5 ZO SHO /M Pizac./ ME'JL.rrS LEGEND DATE AUGUST* 9, /994- • DENOTES CONCRETE MONUMENT SCALE 1 " ` - • NOTES: x -x DENOTES FENCE ,JOB N0. ZBB t o 0 DENOTES IRON PIPE SET RE-Co PG.4T • DENOTES IRO 9S- 62(29 -00 I. Bearings are based an . >< DENOTES CROSS CUT ?. This is a BOU•uDA survey_ 3. Elevations shown thus (15.0) refer to N.G.V.D. of 1929. Richard A. Mister & Associates, Inc. 1. Subject property lies within Zone "X'" as shown on F.I.A. Flood Hazard Boundary Professional Land Surveyors Map 000J D . Community No 1 Zoo 6701 Beach Blvd.. Suite 11200 dated 4 - 1-7- 8'r Jacksonville, Norida 32216 i. Unless otherwise noted, any portion of the subject parcel that may be deemed as Wetlands () 721' by State or Governmental Agencies, has not been determined and any liability resulting I HERE• • RTIFY THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM therefrom is not the responsibility of the undersigned. TECH STA , DARDS SET FORTH BY THE FLORIDA BOARD OF LAND i. There may be Restrictions or Easements of Record evidenced by title examination that have SUR I • • P }` ANT TO SECTION 4 .O2%- LOA= STAT TES not been shown hereon. , _ NOT VALID UNLESS EMBOSSED WITH A SURVEYOR'S SEAL _ ' CHARD A. ILL . P .L.S. CERT. NO 31340 .g.I.A,}j -. City of Atlantic Beach APPLICATION NUMBER �. t Budding Department (To be assigned by the Building Department) * � ` s 800 Seminole Road "� s[ �� Atlantic Beach, Florida 32233 -5445 1 ' - / / I ,w Phone (904) 247 -5826 •Fax (904) 247 -5845 F J i ty �,� E -mail: building- dept @coab.us Date routed: c 2 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM De en review required Yej No X34 radii/LS L t. ulld Property Address: tanning & Zonin • C ' . mis rator Applicant: i$� D - A° 1 - 5 ublic Works G u is tilities Project: NE TOO P ublic Safety Fire Services Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: Review or Receipt APPLI TION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILDIN PLANNING & ZONING Reviewed by: Date: Sf /3107 TREE ADMIN. PUBLIC WORKS Second Review: (Approved as revised. [idled. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: (Approved as revised. (Denied. Comments: i MAP SHOWING SURVEY OF L OT S occA,v wA LK uk ) / o tiE AS RECORDED IN PLAT BOOK 4Z PAGES /- F(,vCCUSwE) OF THE CURRENT PUBLIC RECORDS OF D UV'4 L. COUNTY, FLORIDA. CERTIFIED TO W / f. 4-- /A M w' na L /5A / • QEE f IA)DIAL) RIVER FE DERAL_ 5AV)k)GS BA&JK COMMO/VWEAL.rH LAti)c) ri /'V5v'eA'LiCE COMPAAA) _i n F, DDC. ER S LAAJE (5,' R /tiu) �A PPROX• O.- PvH'7 / reP or C UR28. 1l). 0 o z' 4-4" E. - 80.0 P.C. � ' /2 VP. TS. c' ' /Z .. / . D (093398 (,Va 98 s> Ali in m o ri Ili m rG; �.az7 g m° N s 8 /m r� G , � N N 0► 1Z' N l :-.T 24 ( 0•,,c: r L L OT a pU :.,,, >n r i.) .) l s4 SAO q F. i 4. (� I 2 E3 ) V 9' 30.9' tfl tf Cor,t pn ^iU °, 2(n r 8' • ( r I m m N 0 • za• ' e CO CO N 35' V EGETA 5uFFeR (P RI - rep --/. t - 7. S • /Vo ,- ACCESS EASEMEA'r Y?.. #. p S.O OZ ' 4/ . , E 80. 0 ' (s.5.s.5 "" SEM /AJOL.E BeAC-14 ROAO' (Couw - r li ROAD itJo. boa) /OO,' ,, e /w) __ MAP SHOWING SURVEY OF LOT 55 QCEA kJ \AJA Lk' U'U /T Ok)EJ COUNTY, FLORIDA. AS RECORDED IN PLAT BOOK 4Z PAGES I - I F(AJCLUS,v DCJ ) OF THE CURRENT PUBLIC RECORDS OF VA• L KJ/L L, W V a/ 1 1. D CERTIFIED TO FEDERAL. �AV1NGS BAxiK �!.lnlAl.1 • RIVEFZ CoMMONwEALTH LA,vr> TITLE //05(JRA COMPA&JVV • 1 -T1 ri -ER S C_Ak.) (0' R /KV ,APPRoX• - OF. PVHT. • 7. ..rOP OF CURB. A). 0 0 2. .4 4" E • - 80.0' � �___ P , c . '/L "l p � 1/2" I.P. -► 5 ems 3398 out 913.5) . In (71 4 PO m tIlli T N 2 g N � m o �h 8 io, r, 0 .qi'� N N • 24 \ \ , LO r C n r 1 C. OT .3 54 sCo '� r t,. (I, 2 8' 30.E Vi N d co inn ^ o � 2<n r B' ' 1 1 1 ■ e . i_ r tb M O Zc• • 6 Ctl N 7 35' V E.GE i co BuF (P R1 JA r Ep - "7.5' n/oN- ACCEss EASEMENT it Yz,• n i .f. •• ,. p es - 5.s s•o oz' 4/ " E - go. o' ,=.5.=.s S E Al / /voe._. E E3E A c N RoA LD (Co uAJ rP ROAD AA°. &o8) ( ioo,• F? /w) - pSR•3844 9489 1 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH f f ----- PERMIT INFORMATION - -------- LOCATION INFORMATION „ Permit Number : 9489 Address : 2341 FIDDLERS LANE 1 Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA. 32233 l Class of Work: ALTERATION - - LEGAL I ESCRI PTI01+1 - s ` Oris t r ,, Type : WOOD FRAME Lot : B I ock : Sect i can : Proposed Use: SINGLE FAMILY Township: RNO: 0 Dur+ l I i n+ . l , ,, C3de : 0 Subd : OCEANWALK Z mPr ' .P so 0 0 riri �" 4� �.' ��wn ryry v r ' fki / 94 AID 1 W ar . " � ry ' a L ' °<PRINK'LER � s * * {{ { � a d YF�F' �' p ati t„,, ,_0 ', ORMAT I ON- - - AP FL ICAT I ON F o A tlantic Bch. m . PERMIT b A r: i , T, A '" BEACH , ?LORI 1 A 3 2 2 s 3 SEWER. IMPACT FEE $0.00 . , q -,f-:„ ° WATER MI TEI /TAP , DSO t WATER dP ,rV RA d ��' !�' ii RADON GAS - H.R.S• dls1�SCt 1 `, Es! Nd -_-- CONTRACTOR NFOR N -- MATIO RADON CAB 5% $0 .Oa O t N am ? FS I RR I OT ION CAPITAL IMPROVE . $0.00 I Address : „ b# t- SEWER TAP $0.00 I CROSS CONNECTION $0.00 License : S2 4 9 Type: 0 SEC H IMPACT FEE $0.00 1 CONST , SURCHARGE $0.00 :s (.:11Aktt3i LATIJ . bCH < St) „ UV NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ! BUILDING MATERIAL RUBBISH AND DEBRIS FROM THIS WORK MUST NOISE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND = HAULED AWAY BY EITHER CONTRACTOR OR OWNER r. "F TO COMPLY WITH THE MECHANIC$' LIEN LAW CAN RESULT IN i ' _ THE PROPERTY OWNER PAYING; TWICE FOR BUILDING IMPROVEMENTS." I ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. J ATLANTIC : ACM BUILDING ^ EPAR E; T, 3, ilk C CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: c CfC// 2S OWNER OF PROPERTY: (- C ) ;///47)15 L4 /! 5' BUILDING CONTRACTOR: 4 i //i'* 5 7: PLUMBING CONTRACTOR T � 2/ & fl- ion AND ADDRESS: /380 717 )4rsh Tr. TELEPHONE NUMBER : a a / - �� 9 STATE LICENSE NO: L a q 9 TYPE OF BUILDING: /E S TYPE OF WORK: -- 2 %Lc 9 4 ;G n 595141,1„...) HOW MANY OF THE FOLLOWING FIXTURES INSTALLED BINXS SHOWERS LAVATORY WATER HEATERS BATH TUBE DISHNA8HER8 URINALS DISPOSALS CLOSETS MASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 ♦ $15.00 = $ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP - (904) 247 -5834 == ............ I ^ ' . t, \', Tertifiratt of Orritilantu ...,,,,I, -i 4. c I i i i )1/ :°k,111 [ / \ fP4 This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard 1,4 Art 11;1........ Building Code certi&ing that at the time of issuance this structure was in compliance with the .--- 4 1 , 47 . , , , ,, , , various ordinances regulating building construction or use. For the following. 4wii,4 ^ � ' . , .. ' 10 . , /. e ,, .0,.......-..--_74 - | | � ! � � i�,�_ xc��»� 2 - � - ��o .� �, - • ^�p � . .. .. .. ~ . . . . . . . . . . . . . .. . . . .. . . . .. .. . . .. . ~ .. ~ ..~-.... ... '..... .. .. ~ � i MAP SHOWING SURVEY OF L o - r - . _ ,.. ) (.../.4), - 7 - QA — _ — — AS RECOROED IN PLAT BOOK, 4-2- PAGE.S /- / (_ OF THE CURRENT PUBLIC: RECORDS OF— 1 ---- 7- .1‘ 44 4 -• - • COUNTY, FLORIDA. CEIl(iFIEI) TO / /A M \At gild L / .rl k , DE6A-1 IL 4/J 4=2) \Ie. R i:: ..L".24 RAI__ csAv!kiGT.; sAiiJkz, Mon,/ WEAL L -)C.-) - r ■-rc_e .- , /k/ ,5 kJ •eift ,k-JC.C. Cot• Mk' I ........___TI , , . r / 17 R L A A-) c,.,- RAAJC) .. ,11. . c- 0.c Ple '7": — -- AL--- roP co= • --_ It IQ ' CI° C )ae 44 • — _ 4 . _A... ,ir , P. r • (A- • , . . i-. , ill 1,1 11) FA Z. 4 ' •:.', ''' (t . .,, . . \ 0 in •-5,c•Li• N '- " ' a /.., 1 7, o:pd, ,, 0 -i.. , 11 i N fs ' ".. ,..., 0,1 ' ' 0 2 ' •• - • , 4.: . 1 4 ) ifi c a." , e...K.: .. ) z.4- . 1 ,,.. 1.... c.t ., , .-.., • " -o 7 5_40 111 •,,, 54 • '•3 Li N Cr . e_ C) ?..V, pi= -ric..1 • ,?, 2C+ t . 6 • r- % 41 0 % . i!= , • cO 4 • , .. .. . CZ V) ‘....._ • , i .--- , J z •-• 3 5 ' ki E (.1; 6. - r - A - r : c kJ , 4 p - - - € R (e.7 v A-- e' ,-/ ---' / , / - 1%.)e.A.I. AcCE SS EA • 7 ,?.• o'..t . S.o•oz' 4/ " E. - so. 0 t AJoe_,.. eE 4 C /--/ ROA D , . . i 4 - ''' ... '7 1995 .... ., 411,04 , i (CoziA) ,c A.)0. 6oi3) nr„. .,..;..... _ ___....., "7 — — : .., _ i PSR -3944 9434 1 DEPARTMENT OF BUILDIN CITY OF ATLANTIC BEACH MT' NFORMATIOi�t �..� _"" LOCATION INFMATION P ermit PER Number I: 9434 Address_ 2341 FIDDLERS OR LANE __ Permit Type: WELL ' ATLANTI.0 BH . FLORIDA 2 3 i Class + f Work: NEW _° LEGAL DlI<B -__ 32 3 �C'onstr. Type N/A Lot B: Secn i Proposed Use: U3TILITY To tnsh RNO; tio ' D/ s. 1 Code: 0 Subdivision : OCEAi 1 Estimated Value: $0.00 Srrtprov s st . Tot a° 1 Arsoiu. z M $$910°0,000000 > 1 aN �. :z< 4� „' . , ' Al'IOrt - � ,_ .. � �� � h -- APP L ICATIC3N PEES °., , �:. PERMIT I 1.0 ;I 0 I Add W I P FEE , 0. ," A' S LANE B �'H F LOR It ? } ' . ; 1 1;,4 S ,: , , a $ FEE „, . 1 ,11 M1 : 4 ' 48 WATER METER/TAP 0:00 ,f.. , m P RADON' OAS -H . R . S . $0,0(.) 'N' ., O . I✓iE'ORMA RADON 5% S 0 , 00 I , 0 CAP ITA,.L IMPROVE 00 L Anse * T ype 7 SEC H IMPACT FEE „r S 0 .Q0 b e sCHAi`tOE {A TL.BCH. tO .00 1 NOTES NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING I PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE I BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANI LIEN LAW CAN RESJILT IN THE PROPERTY Q'W1NE R PAYING TWICE FOR BUILDING TS.' ,.... " 4.r,,, • 1`SED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR V OLATIOINN APPLICABLE PROVISIONS OF LAW. 1 000000000 0000(1)000 :10.001 1 ATLANTIC BEACH BUILDING DEPART II� te: 1x107194 00 It1 0016576 / / `, 2,1P- / , ,�> FIE $10.00 APPLICATION FOR WELL MKT CITY OF ATLANTIC BEACH PROPERLY OWNER Name: /rl / /( O e e' Day Phone - ?6a Address c 2 3 47I 4. -- .�� ,,• ,��,�c�c— 6 ,2 CV Vt. & Zip ,7 2 Z 3..3 APPLICANT, IF OTHER THAN OWNER Name: 4 ,/U , 61)//(/ etA5' Day Photie2 51 J Address : /' . O - l3 ,`27 61, i7e/a ..i. (.3./ Zip 3 2 3_ JOB ,> • Address or Location: Z 3 F_ -G , -� Legal Description: 14 j S "/ 2 42w 0/ , • • Is well to be used for drinking purposes ? /1/ el Any person, individual, corporation or other entity receiving a permit as provided in Section 22 -40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department, Department Notes: • • • 1 agree to caroly with regulations stated herein: -9/ '— / /, -- t�r bate r -- } 8 579 DEPARTMENT OF BUILDIEIQ CITY OF ATLANTIC BEACH - - - - - PERMIT I NFORI I ON - - - - -- --- -- -_ -- LOCATION INFORIM1ATION -- Permit Number: 8579 Address: 2341 FIDDLERS LANE Perintt Type: FOUNDATION ONLY ATLANTIC BEACH, FLORIDA 32233 `, 'Class of Work: NEW -- --- - ..._ - -=- LEGAL DESCRIPTION: -- Cconst.r. Type: WOOD ?RAME L ot: Block: Section Proposed Use SINGLE "FAMILY Township: RNG: 0 I Dwellings :" 1 Code: 0 Subdivision: OCEANWALK Estimated Value :$ Improv. Cost: $0.00 Total 1� :t, $25'.00 $25'.0O l i ,',7 ' '''' :: '''''''I'l:P4,17`Ht:iff ! - . - I O . � -- - ) - --- APPLICATION F ,. ..,. ,» .� �. ' � � 1 :•" 11"I' ON "� �,�� , �� �° - 5� S . 0.0 I , . e , , ,, . t ;t ,' DEE1 PERMIT Ad res ; ,,,,.1-„,1:,,,,,,,,.,„4,- $ � y VC Q. LA �0* E IMPAC „ , FEE O . t00 P ,0 ' til#,..,A' .6 r , _ ; '' #Y r+' a , a " A if .. TAP RADON GAS�-11, R. S . SO .00 �: » ..."' = T -' O- NFORMAT? N RA?Oi % B{3. ` ITAL CAB 5 f+IPROVE. _.w . " . oa, i0 Ba- .� .r�►e L , � S �"FL�N'� I C � �,��. S�ER TAP BO .00 0' e% " f .14 ` R S ,',,e,, 0 , ' � n c , a ti s- F,�:r`S . ..w # "�"� 1 „� `'"#' p :; ,. 4 •a,., , t § . � # ,a - +. _ ,•.., ;� - ' - 1.-, na .+; if ” ,m, cis, � ,„ . o � r " w M : ';" ' ‘ , z "��r, NOTES: I NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE $UILD'I:NG MATERIAL, RUBBISH AND DEBRIS FROM. THIS WO ORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER t "FAILURE To COMPLY WITH THE MECHANICS' LIEN LAWieCAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS a" fl ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, JUL 6 1994 000000000 ©00©Q4oc14gIIY at A > ch 064342 ATLANTIC REACH BUILDING ®EP= °TM T )at e: 7/06/94 01 Rcpts 0 PSt8 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH LOCATION I N FORMAT I ON ' PERMIT A�dre��: 241 FIDDLERS LAkIE Perm�.t N�xm�e� � 91C}O "HANICP�L ATLANTIC BEACH t ?LORIDA 3223 ' b t Work: I`i r... *» .�m LEGAL `DESCRIPTION ' ci f' Work: NEW . w 8 k S t 0-1.1.--: +m ax t r ,. Type : WOOD FRAMII Town hap } RN-0 I P2'e Use: S INGLE F'Ai40ILY Subdivisiort;: OCEANWALK T���e k s : I :Cade : � ��? t�C� Est, ated in Value I1npt V Cost: Sv.Ct Total � -.. .:, 7 3 � 0 .„ $7 3 ' L --'... '. ' ', ., ' ',,, -.11;:'.;;Iitititeid:;;;;,,,,r„i-,-,'.' - a. - . • ' ' ''' : '' ' '' * * ' s a .k ,, "a;.+.«.... _. 0. App LICA TICtN FL � 3.00 �` - _ 1 : : WA RMIT IMPA` -' FEE 4 � , 1) # € . ,. W RS LANE „, , 4 , ,.. ,,,,, „v ,i,,,, , ,itio,i.',.. P.c. li e' 4;,, 0. ;,'„i.. ''',,' ' . .i , .H x , e �• � 4 , ,,. �A TAE SO P '' RADON ' t ` AS - H , ,e1 . «5 n . Qty ,.; O.00 ". 'O1AT ' N R ADO C . A. 4.' 7i , ay ,#• , I Rb ' S S° fi 7 ti Tsk - * . i .r ' , . 'z§, Vii# . ' r\''' h ,� ACK ` . I,LE BE ACH 3 FL 3225 C R + SS CONE ' C - L e . flip ' r e : SPEC It IMPACT PEE „2 N OTES: NOTICE — ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 1 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK R QWNER sat BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR O . FAI�u R TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN - : T P ROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. 1.13S I ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR . #LATION OF APPLUGABLE PROVISIONS OF LAW. 000000000 000000000 Rcpt; 4 Q83 �� ATLANTIC 6 CH BUILDING DEPARTME �S Y : d, BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 'EACH. FLORIDA asses APPLICATION FOR MECHANICAL PERMIT CALL4N NUMBER IMPORTANT — Applicant to complete all items in sections I. II, 1I1, end IV. / 1. St Address: / 'I A'S JY.'S J/7, ,'O S ® U/, T / LOCATION ,, ,,� rr n _ ____. OF Intersecting Streets: Selwa•a °r y..4 GJ/I 4" A/ And WILDING Seb- division fJG t'f /-t //* 11. IDENTIFICATION — To be completed by all applicants . in consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are • part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Nemo of Mechanical -7- / i, f - Q ,4 �� �' Mashreten L,4 L ( S C^ 4/ C..k eter ( Print) p.."--...S / /%', � f 7`� / a Nome of 16 - A r ''7 Property owner — Sfpeetver of Owner Sign•twe of er Artheri•ed Agent Architect or 'aglow I 111. GENERAL INFORMATION ) A• Tpp• a hng feel; 0. IS OTHER CONSTRUCTION KING DOME ON iii floc'ric THIS BUILDING OR SITE? /KS Q G..—E3 LP a Natural O Ge/rei Utility IP TEL GIVE WIPER OF eK TINiCTION Q OS rtIMAIT X(.00 SO Q Other — Specify , IV. MICMANICAL TO Re $N$TML r ,... WORN 7 I ceseplete list of compe.ee's ea beck el1� 1 tlal or 0 Commercial t S 0 Recesse / 0 Neer N.w Building 0 Existing Building IW 0 It ewe r ' p of existing Er / meted.; �� Vague G./ ` MNalbtkors (No system Vr. +M1r tsI$s4 MeeNer•• capacity y� — �'� 0 Extension or .dd-on to existing system o ReirigNStia, ❑ Other — Specify o Ce.filw tare': Capacity S." O Rte tpinkbns Nunes. ell D ea." 0 Maelifl 0 feceIat«....----- La.i«I INN INCI VMS VII ONLY p G.ghee w (swsMr) (twrebed Reetab O T -`" C LPG ooefei (esonierl p u«r«.d presser. w."' PwrsN 0 Sam Pr p olh.► — Splay LIST ALL EQUIPMENT AIR CONTAIIONING AND REFRIGERATION EQUIPMENT 1tltssMr VOA Deloontels W iiiiIIIIIIIIIIIIIIIIIVALFOr/ is / / it __... CITY OF ATLANTIC BEACH, FLORIDA 26 ( • Approvwd by i APPLICATION FOR ELECTRICAL PERMIT / TO THE CHIEF ELECTRICAL INSPECTOR: DATE: > - I 19 4 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE WHICH R ARE A P P ART HEREOF, ANDDIN WORK IN ACCORDANCE ACCORDANCE WITH THE IE ATTACHED CODES AND CITY OF W HICH EA ATLANTIC BEACH ORDINANCES. /All / / Z/ //VC 1 G fi ELECTRICAL FIRM: MAS' ELECTRICIAN SI JOURNEYMAN NAME /A' 1 1 /1 - ,r1 Ai5t . ADDRESS: ,! ' //'441 5 eVA./ RFD BOX BLDG. SIZE BETWEEN: RES. (4 APT. ( ) COMM. ( 1 PUBLIC ( 1 INDUS. ( ) NEW ( 1 f OLD ( 1 REW. l 1 ADDITION ( 1 TRAILER ( 1 TEMP. ( 1 SIGNS ( 1. SQ. FT. SERVICE: NEW V( INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE `e 1/ AMPS COPPER ( ) ALUM. (`'f SWITCH OR BREAKER 6 Ci' AMPS / PH 9 W </9 VOLT X/ /4 RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT , RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES , INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. 1 OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 ( OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS ,MISCELLANEOUS •1 /y/0,fI/ ' to i ":'",. ,` 1 1111' 1 "/, ( 7 CITY OF ATLANTIC BEACH, FLORIDA L_ Approved by i APPLICATION FOR ELECTRICAL PERMIT I TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ' - 1/ 19 9/ 4 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY RE A P PART P EREOF, AND ACCORDANCE WITH THE A REGULATIONS, SPECIFICATIONS, ONS, CODES AND CITY ARE A PART H , ATLANTIC BEACH ORDINANCES. i P / 1 JOURNEYMAN FIRM: MAS ` ELECTRICIAN SIGN TURE � 69/A6/ADDRESS. - . / /` /iA- 1 FD BOX 7 �. NAME �✓�'� �L �� /�/� � � l BLDG. SIZE BETWEEN: RES. ("'1 APT. ( 1 COMM. ( 1 PUBLIC ( ) INDUS. ( 1 NEW (-'! OLD ( 1 REW. l 1 ADDITION ( 1 TRAILER ( 1 TEMP. 1 1 SIGNS ( ) SQ. FT. FEE SERVICE: NEW ( °) / INCREASE ( ) REPAIR ( ) 1 CONDUCTOR SIZE . D AMPS ,f®f') COPPER ( ) ALUM. (`1 / " SWITCH OR BREAKER ;.DU AMPS ,f PH 3 W - %' VOLT ,5o0 RACEWAY EXIST. SERV. SIZE AMPS . PH W VOLT RACEWAY FEEDERS NO. SIZE I NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. - 91100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0.100 AMPS. - OVER APPLIANCES t _ I BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 i OVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS . ( - 1 II 1 8867 5 t .: DEPARTMENT OF BUILDING , CITY OF ATLANTIC BEACH . ,��, ,: �1 ` I 4TIO F x t in-' il� I M ear n S867 N. � _ .� .. L OCATION INFORMATION tm i t . Type : F'L IN Ad ' • $ I gD LAN . ar y k: ! A "LAN°TI . P°LCRI} A 32 233 i carst. T -� �.......� LEOAI, I)ESCRIPTI 'Pea WO SINGLF FAMILY O e F! All Lot: CAN -�- F`rGpo tJse : B1 jp; S�cti Ctl9 ie1lend ed s: 1 C 'der 'T �€n hi RNC, r ' i i i at .Ara 1 u w. 5 1 z r, f orw-a' !+ EANI.IALR .00 Irnprov 'Cot 00 'I'ote3 eyes:, 7.I,. ,0 - ... yr y k Mu - APPLICATI01!I ¢ �gg PERM I T FEES �, ri ;� ERE LANE N ?I0 , i ' i H PNC I ' ! . " IN PA C F L E � „. � ,g� C ��� `° °° € . C A ° , 0 ,� y N 'S 'A `� ��� � ^5 k f Y y � tix .Ir +W nY !°Y y�( +iS # 'h ♦ 0 ..yy�� y , ,@y r�t• pp � i +.A+ irk�' t7''4P � ` 1�+ � r 3 r �`4 'sA #� �ipn4� G*'S}' , p� :o-.'"`` r�,^ a r< { � s " y j n #w rL- ZT 4"7 5:i7 .tk 4 ,p .t u , A + *; x 1i 14} JAC .:c,'.2. = I L ,.. FL R I A *3 2 I y 8: y ffi ' : SEC H IMPACT' PER N INE S : i ' � ' „ ' NOTICE `" A LL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ' BUILDING MATERIAL, RUBBISN AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MU ST BE CLEARED UP AMC) HAULED ,AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT THE P. $10 R, PAYING TWICE FOR BUILDING IM ROVEMENT IN , S �s r R UED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT A ND SU BJECT TO REVOCA V101ATION OF APPLICABLE PROVISIONS OF LAW. TI ON FOR ATLANTIC BE ° H BUILDING Q PAR ENT 000000000 OQip 0000 $71 14 By r . CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: A3 y1 ? r o°cd efr - S L- OWNER OF PROPERTY: W / 6 ( h 1 J c h, BUILDING CONTRACTOR: V"' C t-e/X t � PLUMBING CONTRACTOR n' / ( 4 ( SA Ca. re - 2 7c- s� � } c AND ADDRESS: TELEPHONE NUMBER: 204y '73 737 STATE LICENSE NO: (I 7n 3S TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS / SHOWERS LAVATORY o WATER HEATERS BATH TUBS < DISHWASHERS URINALS / DISPOSALS CLOSETS ,/ WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: // x $3.50 + $15.00 = $ 7,2°(/q() 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 BEFORE COVERING UP - (904) 247 -5834 q 86510 ' �:; »}dam g ., 10 t6/t i : eCt DEPARTMENI`,Qi� BUILDING . a s� 000000000 CITY OF AT LANTIC BEACH B 1 , : ' • ; , , , ‘,, : .,,,'".., ,I., } � LC� CATIGN I POR,M , T ON - ,,�; -_ -_ .° P ER r INF R A I?N _ ' Address 234 FIDDLE LAN P :hi �b � 5 0 ATLANTIC BEACH FLORIDA 32233 + �w__�.._ - LEGAL DESCRIPTION St o t T ���e: WOOD �?RA.Nl,E Lots: 5 B1c c r Am :, , TNODE FAMILY Township : R14 o P�+. ` Subdivision . OCEANWALK UNIT 1 `` ,�, ° „,,,,r a. .': 3ue. $219588.00 a c 4 Cost ` $0 , 00 ."�` ' ta1 `, .' $3698 32 83698.3 'i,` lit . n �,. ,., .5 , $; ., ,1 AFPLI CAT XON F LEE S �: � r _ � .. �. .� � 1 AT I OPT " �` � � `� € ''''''''-'44' :� �. —� — — — ./ °I DE i ° ": PERMIT 1 294. 0 � WA - IM AC FEE $77O . t�CY"" "dg 1� TEE ; T fr „4„',::: m �'° 1,),'„;',„ � = �' e ” {�� �, � LI � `i r� `�`rv J '' q Neil ,�^ � : : �p .1,, e ?•' it b y i. µ ' �.t °,✓ u•0 0,"' " ' a'. J' k$ p' �fr . 13, M $ �' ��m �sk 11.,, '4" J ^� n E4 aA x ''-''''..,:,.4..,-,..',,,..,,,,' � � . .AUO S OAS — H.R.S. 6 � 9 + .'. A O fNFt1RMAT N ----- R.AD N CA- 5% Std t n �I LL' k S A LAN`I' I C , � ' " ' . CAS" EE I IMPR I E . 2 4 .00 t.......* "�, S T AP S. ; C , _ . ZLLE HEACH� FL 322 t,` 'ROSS ' oNN C 53 5 o . EC H 1. PAT F'EE , °,! co ' , li 1k " 'I` S' 1 W ' 1 „ ' S ST U &CEAROL �S14 ` 7v�'` w as .��1`�s�,"^��u*i+�N'i�,kn � �w^ t4 , I4O ES -P y g 1 -1•,• r ;uY i'� !/�2 i E m NOTICE -ALL CONCRETE FORM AND FOOTIMG5 MUS BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS A�FTSR,DATE OF ISSUE z M � tNG M A TERIAL, RUBBISH AND;DEBi FROM THOS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUS f. ` " G =` R ED UP ANI HAULED AWAY BY E1THER CONTRACTO = r OWNER ; ' 4 ; 1 ,MURE TO ? , C OMPLY WIT THE MECHANICS LIEN LAW CAN RESULT IN l PERTY OWNER PAVING TWICE FORBU .DING IMI t. ''.-, ``' t tVE .`„»CGORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION 'FOR V OF APPLICABLE PROVISION OF LAW. ''' IAIa;IC REAP M',� I E R MEN WY r yr ♦ 7/21194 o w ` A $ q 4 a . ; k ,a,��' > " 54,<z v =ruiWiV "" tN