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2218 Barefoot Trace, ArchivesCITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 10-00000814 Date 6/23/10 Property Address 2218 BAREFOOT TRAC Application type description MECHANICAL HVAC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner ------------------------ ROHRBAUGH, MICHEAL ATLANTIC BEACH FL 32233 Contractor ------------------------ DONOVAN HEATING & AIR 315 SIXTH AVENUE SOUTH JAX BEACH FL 32250 (904) 241-3785 ----------------------- Permit ------------- MECHANICAL ------------------- HVAC PERMIT --------------------- Additional desc . Permit Fee 107.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 12/20/10 ------------- ----------------------- Fee summary ----------------- ------------- Charged ---------- --------------------------- Paid Credited Due ---------- ---------- ---------- Permit Fee Total 107.00 107.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 107.00 107.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Certificate of Product Ratings AHRI Certified Reference Number: 3646315 Date: 6/23/2010 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 25HBC548A"*30 Indoor Unit Model Number: FV4CN(B,F)005 Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: BASE 15 PURON HP Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2006 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 46500 EER Rating (Cooling): 12.50 SEER Rating (Cooling): 15.00 Heating Capacity(Btuh) @ 47 F: 45000 Region IV HSPF Rating (Heating): 8.10 Heating Capacity(Btuh) @ 17 F: 28400 A * following a rating indicates a voluntary rerate of previously published data, unless accompanied with a WAS which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the produd(s) listed on this Certificate. AHRI expressly disdaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridiredory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall onty be used for individual, personal and wnfidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION ~ V®® Air-Conditioning, The information for the model cited on this certificate can be verified at www.ahridirecto o click on A. ®® ~~ Heating, and ry• rg. Rehigeration InstNute "Verify Certificate° link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed below. 2009 Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129217744493025423 MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247-5845 JoB ADDRESS: ~a i ~ ~a re -F~~t -t-r~. ~-e, PERMIT # PROJECT VALUE $ (0 3 ~~ 3~ NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ~ ARI # 3~ y ~ 3 -.~ ~~ Air Conditioning: Unit Quantity REQUIRED Tons Per Unit Heat: Unit Quantity ~ BTU's Per Unit ~ Seer Rating 1 J Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps # Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All prov isions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name ~/~. ~' (_-~- Gee- i nah r ~,~ ty y ~, Phone Number Mechanical Company Donovan Heat & Air Office Phone 241-3785 _Fax 241-3745 Co. Address: 315 6~h ave s City Jacksonville beach State fl_ Zip 32250 License Holder (Print): William Donovan State Certification/Registration # cac039761 Notarized Signature of License Holder /~- ~ ~ ~~ ., ~~%.~-,~,~,,,,w`~ ~ Sworn and sub scribed before me this ~~ day of ~ ~u n.~- 20~ ,wv - , vss:y puolic State ~r Florida ~ '~ "r ~,%~fti~k~ ~~ineP Signature of Notary Public x° ~~~ ~' ~. ~,~y Cumm!~si~n pp663555 ~ , :-xp,r~;sJ6f071201" ~tixr~'~ P CITY OF ATLANTIC BEACH 800 SEMIlVOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dePt()a,coab.us Application Number 08-00000281 Date 2/29/08 Property Address 2318 LIFT ST.M BAREFOOT TRAC Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 Application desc REPLACE THE METER THE CAN Owner ------------------- ----- Contractor ------------------------ BROOKS & LIMBAUGH ELECTRIC CO Q/A BROOKS, CHRISTY 42 WEST 8TH ST. ATLANTIC BEACH FL 32233 --------------- - - - (904) 241-9051 - - - --- Permit ------------ ELECTRICAL ------------------------------- PERMIT --------- Additional desc . Permit Fee .00 Plan Check Fee .00 Issue Date 2/29/08 Valuation 0 Expiration Date 8/27/08 Fee summary Charged Paid Credited Due i Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 ..Grand Total :~; .00 .00 .00 .00 PERMIT •IS APPROVED. ONLY IN ACCORbANCE WITH ALL CITY OF ATLANTIC BEACH ORDIIVANCES AND THE FLORIDA BUILDING CODES. 't CITY OF ATLANTIC BEACH '``') 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 ,,,~sr OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 '~wJ,.' ` ~~ BUILDING-DEPT@COAB.US -_~~~' ELECTRICAL PERMIT APPLICATION os-,.. ~ ~ ~~ ~ ~ DUVALCOUNTY 1. JO AD ESS: 2. c8 THIS A U ERMn': 3. GATE J /~ nn ~3 ~ ~ ~ / `L-~~ ! Y Q ~ ^ Y S PERMIT #: ~~.J ~} ~~ V / ~ `~ PROP ER: 4. ME: c~~`~G/T~~C~~~~-C1 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6. PHONE: ELECTRICAL CONTRACTOR: 7. E OF C MPANY: ~ /_ r--J /)C 8. ADD E .: ` ~ ~ ~ ~n/")~ ! 9. ST TE FLQ LIC~ E~ptQ^ ~~ Cli-~/ 10. CELL P N ~ ~ ~~ ~ 1. O ^ ^ /v 12. EMAIL DDR SS~ / ~ ./n/ ! ~///~ ~-~ (~ /I ~dli! 3. OFFIC H ' ~ / 14. 15. Application is hereby made to obtain a permit to do the work and installations as ' dicated. I e tha all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit bec ull nd oid f w rk is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) on a a y ime ft ork is commenced. CONTRACTORS SIGNATURE: 10. CLASS OF WORtc: 17. SERVICE: 18 METE UMBER: ^ MULTI FAMILY - # OF UNITS: ^ SINGLE FAMILY O TEMP SERVICE ^ RESIDENTIAL COMMERCIAL r. ~ ~ ~ ~~ ^ ADDITION ^ TRAILOR tB, BUILDING: 19. URRENT CODE: ^ ALTERATION ^ SIGN REPAIR ^ POOL /SPA LD ^ NEW ^ REWIRE 05 NATIONAL ELECTRICAL CODE OTHER: - - -- -- U9TALL ELECTRICAL WORK: 20. TYPE OF SERVICE: ^ OVERHEAD UNDERGROUND 0 UNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE: ^ POWER IS ON ^ POWER IS OFF 22. SIZE OF CONDUCTOR: AMPACITY: ^COPPER ^ ALUMINUM 23. SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24. EXISTING SERVICE SIZE: AMPS: PH: _~_ W: VOLT: RACEWAY SIZE: 25. FEEDERS: # OF AMPS: # OF AMPS: # OF AMPS: 26. LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT 8~ 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. Ail2 COND ( lNG: # OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: # OF UNITS: COMP, MOTOR HP RATING: AMPS: HEAT KW: 33. MOTO NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34. r OR Rs; UNDER 600V: NUMBER: KVA: OVER 600V: NUMBER: KVA: 35, MlSCBLA EAUB REPAIRS: DESCRIBE IN DETAIL: ~~ C~ c COAB FORM BLDG02: REVISED: 1/10/2008 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5455 TELEPHONE: (904) 247-5800 FAX: (904) 247-5877 SUNCOM: 852-5800 www.coab.us Application Number 06-00034236 Date 11/08/06 Property Address 2218 BAREFOOT TRAC Application type description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation ------------------------------ 0 --------------------------- -------------- ----- Application desc 2 FIXTURES INSTALLED ----------------------------------- --------------------------- -------------- Owner Contractor ------------------- ----- ------------------------ ROHRBAUGH, MICHEAL F.W. FAIR PLUMBING CO. P.O. DRAWER 51558 ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241-7191 ~` - -- ~ j.~I~•~ ,8-~~ -- ----------- ----------------------------------- Permit PLUMBING - ----------------------- PERMIT - / .~ ~~~' ~ ~» Additional desc . Permit Fee 49.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 5/07/07 --------- = --------------- -------------------------- ------- Fee summary Charged - ---------- ------------------ Paid Credited ---------- ---------- - Due --------- ---------------- Permit Fee Total 49.00 49.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 49.00 49.00 .00 .00 S `~jy~`Jf'~" CITY OF ATLANTIC BEACH .}~ J /~.~:~ ~\ PLUMBING PERMIT APPLICATION '~~~J,iS~'~ Date: ~~~~ ~'~ ~ Property Address: ~ ~ ` ~ ~~~~r Owner: ` ~'~ ~~ A ~1 ~ ~ Telephone #• Contractor• /" /J~~ r ~' Telephone #: Contractor Address: . v , L~ ~i" ~ J ~~/ Faz #: Contractor Signature: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ^ New list the building permit number: ^ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets ~~ ~ ~ Shower Pans "'~ ~~ Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other *See attached sheet see For Backflow and Irri ation rocedures Fees Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http:/lwww,ci.atlantic-beach.fl.us Revised 9/06 w ~-~ ~~ ~~~~ ~ ~`~~ CITY OF ATLANTIC BEACH ~~~~ '~" ~~~ 800 SEMINOLE ROAD ~~ ~.~' ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034237 Date 11/28/06 Property Address 2218 BAREFOOT TRAC Application type description SCREENED ENCLOSURE Property Zoning TO BE UPDATED Application valuation 11570 ---------------------------------------------------------------------------- Application desc POOL ENCLOSURE ---------------------------------------------------------------------------- Owner ------------------------ ROHRBAUGH, MICHEAL ATLANTIC BEACH FL 32233 Contractor ------------------------ TROPICAL ENCLOSURES INC. 2072 MAYPORT ROAD ATLANTIC BEACH FL 32233 (904} 241-2298 Permit BUILDING PERMIT Additional desc . Permit Fee 90.00 Plan Check Fee 45.00 Issue Date Valuation 11570 Expiration Date 5/27/07 Fee summary Charged Paid Credited Due Permit Fee Total Plan Check Total Grand Total 90.00 90.00 .00 .00 45.00 45.00 .00 .00 135.00 135.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE RTI'H ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUII.DING CODES. iE1''Jr . ~~ ~ ~~~ n, CITY OF ATLANTIC BEACH ~, ... ~ ~ PLAN REVIEW SHEET ~., ry Building Department Public Works & l'abiic Utilities Department `~'j ~ `~ r 800 Seminole Road 1200 Sandpiper Lane Atlantic Beacb, Florida 32233 Atlantic Beach, Florida 32233 (904) 247-5800 (904) 247-5834 (904)247-5845 Pax (904)247-5843 Fax PLAN REVIEW COMII~NTS Permit Application # ~CP ~~y~,~i Routed to: ufstet err . a r D. Katuzniak Pubrrc Safety Property Address ~~~ ~~,~~ ~i~t~ Applicant: ~~~~C~~- ~~~~~~.~~~%~. Project: ~~t21- ~~~t2 . --, This permit application has been: ~1 Approved as noted by the "~-' _ Department. Final application approval must come from the Building Departipent. ~ Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. Reviewed By: Date: Date Contractor Notified: ~'j 1 y~~~li'jLi `:~~ ``~ ', CITY OF ATLANTIC BEACH }' PLAN REVIEW SHEET Building Department Public Works & Public Utilities Departments ~ `~JiS ~`~ 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application # ~LP -'~~y~~_ Routed to: ufstet oerr a er D. Kaluzniak Public Safety Property Address ~~ ~ ~H~•~rf Ua~ / I~~1~lC Applicant: ~~~A~/~".~~. ~~/(~./~~~Ll,,~~ Project: ~,~171, -~.~~~/?~ This p rmit application has been: Approved as noted by the ~ Department. Final application approval must come from the Building Department. ~ Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your pe mit from bein issued. Reviewed By: ,v ~ Date: Date Contractor Notified: ~~, ,~s 'a~ '~~ ~a Job Address: Owner of Property: Address: ~T" ~'~ Legal Description: flock Number: Lot Number: ~~ Zoning District: Contractor: KEVIN NEWSOME /TROPICAL ENCLOSURES State License Number: CIiCOS835S Contractor Address: 2072 MAYPORT RD ATLAN'T'IC $CH, FL. 32233 Telephone: 241-2298 Fax: 247-924 Describe proposed use and work to be done: Present use of land or building(s): Valuation of proposed construction: ~~~Q, ~ Dimensions of the added space: feet x • ~ feet Will this project involve: o Heating & Air- o Plumbing v Electrical o Fireplace Conditioning Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, or the addition of S% or more to the original impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ^ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two tunes each month. Procedure: In order to expedite issuance of permits, please folbw all steps and provide all igfor anon. as appropriate. Incomplete applicatfons may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. Tf you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if apre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1240 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Deparhnent, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247-5826 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fax: (904) 247-5845 • http:!/www.ci.atlantlc-beach.iLus Page 2 Revised 8/04 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alterations & Additions) Date: /(.`'''-~/ ;:° In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict atl required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, apre-construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervioua Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimmiag pools may be ezcluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. Address and contact information of person to receive all correspondence regarding this application (please print). Name: ~eleowua 9Ke. Mailing Address: "' ~ " ~ ~ ""' ~v' - ~ ~~ ., Telephone: Fax: E-Mail; I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancer the previsions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: AS TO OWNER: Date: ~ 7 0'^' Sworn to and subscribed before me this /~__ day of __!_/' , 20 QA . State of Florida, County of Duval ~~`°~; ~`~,~ ROY ROC~OLD Notary's Signature: * * MY COMMISSION # DD 511610 EXPIRES: May 27, 2010 ~f,~oF F~~~~P Bonded ThN Budget Notary Setvicee ~ Personally known Produced identification Type of identification produced Signature of Contractor ,f - h te: /~° ~~~`~ AS TO CONTRACTOR: Sworn to and subscribed before me this / / day of ~~ , 20~. State of Florida, County of Duval } ?a<~;~„~o Rpypp~p~ Notary's Signature• l * ~ * MY COMMISSION # DD 511610 EXPIRES: May 27, 2010 Personally known `~~~~F~~~P carded T^" ~' ' Produced identification Type of identification produced 800 Seminole Raad • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fax: (944) 247-5845 • http://www.ci.atlantic-beach.fl.as Page 3 Revised 8/04 NOTICE OF CO~ENCEMEi~T ' t~nRE a ouaucATE, Permit No. State of To whom it may concern: Tax Folio No. ."' County of The undersigned hereby informs you that improvements wiN be made to certain real property,.and in accordance with Section 713 of the Florida Statutes. the folbwtng information IS stated in this NOTICE OF COMMENCEMENT. ~ /~ Legal description of property being improved: _ i`tCJ ~r3~cX~~i~ ~/1J~T'~ Address of property being improved: General description of improvements: Address Name of person within the State of Florida, other than himself, designated by owner upon whom n~iCes or other documents may be served: /~. Name i ~ ~--i~ Address Phone No. Fax In addition to himself, owner designates the following person to receive a Dopy of the Lienor's Notice as provided in Section 713.06 (2) {b)~yori~~~i (Fi in aid ~KC ption). Name ((~~OO1'i Address ., Phone No. Fax No. ' Expiration date of Notice of Commencement (the expiration date is one (1) Year from the date of recording uNess a different date is speafied): THIS SPACE FOR RECORDER'S USE ONLY O E p _, Signed: Date: f ~~~ Q b Before me this ~ day of _ _.._ in the f Duval, State of Florida, has personally appeared fit;:=~•`"~ ROY ROq(FlOip Owner's interest in site of the improvement Fee Simple Titleholder {if other than owner) . Name Phone No. Fax ~• .. .. ~y. ~~ ,', d, ...LOT ¢'o ..; .BLOC.'K • ~, AS ~ SHO~YN- Q~ ~,AP OF O C ~ a. ~;r t,~-i a- c tom. CJ ,~/ ~ r Ti,~.,/ o AS REGARDED IN PLAT BOOK? PAGES ~~~~ F 7HE PUBLIC RECORDS OF DUVAL_COUNTY, FLORIDA 'ERTIFIED FOR: /~~. ~ t,. ~TL ~ 0 2 ~~ ` • ..1,a ,tila.~/~/ (= lZ~c- ~5 ~., ~(o ~, ~ o~ /- ~ °' ~' ~'~_ -m p• \ ~~ J / `P ^ 3 4 \0 • 'SS ~ ~ ~~ 6g f a r~,}vti ~, -~ A ~- • . .. 'fib • / • ' a ~ ~(,~ ~ ~ , S~ ~. ~ ~ ~ a ~ V A .. \ \ `.\f • ~ 0 • ~ ~ V' . ~> ~ .. ~. ~ o ~ ~, N ~., . ~ `~ ~. ,. ~~ ~~ ~: THE PRpPERTY,: SHOWN HEREON APPEARS TO UE Wl ]H1N FLOOD HAZARD ZONE _ `L_ AS SCALED FROM. FLOOD INSURANCE RATE MAPooQ / FOR.. THE CITT' OF JACh'SONVILLE',FI.ORIDA, DATED ~'" ~ ~ `: Sal .AND ,. •.. .+I rn.u:• •n ~ /~nI'If'f T[~[!V-/1-ll ~.C%~: "f-7n nTht+ISi/nY"nn-/e+'"1'177 tTiT."A` J~E"L~i'I7d"J'*f.~'^lYr~-a :~nC">`:c+A~!/C' -. '.•. a~' ?aa~itcal ~~elaatvud ~~ 2072 Mayport Rd. Atlantic Bch., FL 3223$ 3d VIEW Cage Master ~©40 CopyRight 1891-1999 ~laon SofMrore Cory. Englewood, Florit~ Customer A'~^ ~+^ ~ o-zo-zoos Ap A ~PNj C EEACH C11Y VII.D~NG OFEIGE ~~~ ,- ~ ,Zp06 .. 8 r ~~ ~j b ~ f '~ TYPICAL POST AND BEAM DETAIL -SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL TYPICAL PURLIN AND BEAD ATTACH EXTERNALLY WITH (~ PURLw SLOPED OR FLAT ~ ATTACH EXTERNALLY WITH (4) #10x314' SCREWS THRU ATTACH INTERNALLY WITH (~ #10x314' SCREWS THRU 1 x 2 x 0.050 GCUP 1140x2' SCREWS INTO 2x 2 x 0.125 ANGLE ATTACH wTERNALLY NOTCH PURLIN FOR wTERNAL GROOVES. FROM POST OR ~ O POST AND 2x2 THRU2x2wT0 O SCREW GROOVES.. ... ...... ATTACH wT0 2x2 CHAIR RAIL POST PURLw 2x2AT24'O.C. ..POST TYPICAL POST AND BEAM DETAIL.-MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST WALT $ELF-MATING BEAM SLOPED:OR FLAT 2 x 2 x 0:125 ANGLE CLIP 2 z 2 z 0.125 ANGLE CUP EACH SIDE OF TR~UTARY BEAM EACH BIDE OF GIRDER wITH # 12 scREws wTO BOTH wITH #12 SCREWS w7o MEMBERS. ~ GIRDER. ATTACH NOTCH BEAM O' O O . ' ATTACH 70 STUD FRAME INTERNALLY FOa POST O O O WITH 1/4' DIAMETER x 3' FROM BEAM:: O O O LAG SCREWS (PREOR0.1 O O O ~ O ATTACH TO MASONRY 01 O` p p O CONCRETE WRH 114 ATTACH wT0 O O O TAPCONS WITH A Mw. ' 2x2AT24'O.C: O O O OPTIONAC2 x 2 z 0.125 SEAT ANGLE EMBEDMENTOF3 . SEE TABLE FOR' ,~' O O DISTRIBUTE MINIMUM NUMBER OF GIRDER SHALL HOST STRUCTURE MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND BE ONE SIZE OF SCREWS. 0 BEAM SIDES. BFAM MAY BE TRIMMED BEAM DEEPER THAN GIRDER FLUSH WITH 2 x 2 w$TEAD OF TRIBUTARY TRIMMING TO FIT AROUND 2 x 2, g~ POST MINIMUM POST SIZE AND #-OF SCREWS ~ BEAM SIZE POST $IZE # 8 - # 10 : # 12 2x3 . 2x3 6 4 4 2x4 2x3 8 6' 4 ~~ ..2x'6 2x3' 10 8 ` 6 ~~ 2x6 2x4 _ 10 8- 6 2x7 -..7x4. 14 12 10 ~' 7x8 2x5 16 14 12' ~~ 2x:g Yx.6 18 16 14 2 x 10 2x`8 22 20 18 MINIMUM SPACING AND EDGE DISTANCES ~ #8 #t0 #12 MINIMUM SPACING , . 5/8" 3/4" 1" ~'~ MIN. EDGE DISTANCE 5116" 3/8'- 112" TYPICAL WIND BRACE DETAIL AT ROOF FRAMING SELF-MATING BEAM O. 0 z x 2 WIND BRACE zxscoHrwuous WALL TOP ATTACH WITH A SKEWEDO.f25T}ACK ANGLE CLIP WITH ATTACH WRHA (2) k10 SCREWS wT0 SKEWED ANGLE CLIP EACH MEMBER BOTH . OR MATH. (2) #10 SIDES OR Y117H (2}#10 .SCREWS THROUGH SCREWS THROUGH BRACE AND INTO - BRACE AND wT0 2 z 2 WALL TOP. ROOF BEAM. POST BEYOND TYPICAL-POST BASE DETAIL TYPICALFOUNDATION DETAILS ~ PILE TYPE CONTNUOUS SLAB ON GRADE SUB ON GRADE WI FOOTNG POST 2x2x0.125 ANGLE EACH SIDE STRIP FOOTING THICKENED EDGE OF POST WITH (~ #10x314 - SCREWS-INTO POST AND (1) Bx6-W{.4xW1.4 WWF 114' TAPCON INTO CONCRETE WITH 2' MINIMUM EMBEDMENT. ix28ASESCREENCHANNEL ------- `~'-- -- CONTINUOUS WITH V4' !o sD ~ io TAPCONS AT 24' O.C. INSTALL ADDRIONAL ANGLES b ~' AND WITHIN 6' OF POST FOR EACH 2' INCREASE IN O O 10' (1) #S CONTINUOUS ' g~ r.> p 2' MIN. POST DEPTH. EDGE O O .OFFSET NOTES:' 1. CONCRETE SHALL BE 2500 PSI MINIMUM.. CONCRETE COVER FOR REBARSHALL BE 3'. 2 REINFORCING BARS SHALL BE A615 GRADE 60. WELDED WIRE FABRIC SHALL BE Af 85. 3. FIBERMESH MAY BE USED IN LIEU OF THE WELDED WIRE FABRIC. - p . ~ 4. SUIB ON GRADE WITHOUT FOOTING. MAYBE USED FOR ROOF AREAS LESS THAN 350 50. FT. OR FOR POSTS WITH TRIBUTARY AREAS LESS THAN 75 SO. FT. VERIFY REOUOtEMENTS WITH LOCAL BUq.DINGOFFICU NOTES: 5. MINIMUM SLAB THICKNESS SHALL BE 3112' ACTUAL THK2WESS. i; SELF-TAPPING SHEET METAL SCREWS SHALL BESTAINLESS STEE1 ORZINC-PLATED. 6. FOUNDATIONS SHALL BEAR OH COMPACTED BUBGRADE WITH 1500 PSF MINIMUM BEARING CAPACITY. 2. ALUMINUM ALLOY MEMBERS SHAH BE ISOLATED AS REOUIREDiRECOMMENDED FROM 7. PILE TYPE FOOTING SHALL HAVE 318' DIAMETER.THREADEDRQDS 1'-0' LONG THROUGH POST EACH WAY. OTHER MATERIALS TO PREVENT CORROSION. B. EMBEDED ALUMINUM POST SHALL BE ISOLATED FROM THE CONCRETE TO PREVENT CORROSION. e I ~ t-llrf!& cnRGIIVIi Jl1HtMATIG DETAILS FOR FLAT ROOF, GABLE ROOF, AND DOME ROOF SCREEN ENCLOSURES HOST STRUCTURE ATTACHMENT (TYPICAL) ROOF PLAN ROOF PLAN ROOF PLAN VIEW VIEW VIEW ROOF PLAN BEAM i VIEW _~~ 3~ ;~ 2x2 BRACE ~ (TYPICAL) ~p";,~~~ ~ ~ ~ ~ END WALL ~ w ~~'' ELEVATION END WALL END WALL CHAIR RpK ~ ELEVATION ~ END WALL ELEVATION p~T 2 x 2 BRACE ELEVATION (TYPICAL) FOUNDATI~4 (IYPICAU ROOF PLAN VIEW 3~ END WALL NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS ELEVATION ADD (1) K-BRACE OR (1) PAIR OF CABLES fOR EACH 300 SQUARE FEET OF SURFACE AREA TYPICAL K-BRACE DETAILS /- EAVE RAIL POST POST 00 00 00 5 x 4 x 0.125 PLATE WITH (S) #10 SCREWS OJTO POST AND (4) #10 SCREWS O4T0 BRACE /- 2 x 2 X 0.044 BRACE ~- 2 x 2 x 0.044 BRACE J .({Tj il4' TAPCONS A7 BASE OF FRAME t BASE RAN. 0000 '""_;~" :O O ~"~ O O O.; POST POST TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39' - 0" - - - •-- ANGLE SECTION VIEW 12 OFSELF-MATING BI 12 OF SELF-MATING BE PLAN VIEW 12 OF SELF•MATMIG BE TYPICAL KNEE BRACE DETAIL AND SCHEDULE SELF-MATING BEAM - SLOPED OR FLAT O O O O O O O O O O (4) #1D x r SCREWS INTO INTERNAL GROOVES OF POST PURLIN 2 x 2 x 0.125 ANGLE TRIM OUTSTANDING LEG TO FIT BEAM WIDTH ~y ~~ KNEE BRACE SEE TABLE FOR s12E aNo CONNECTORS 12S PLATE 4' DIAMETER TAPCONS NOTE: KNEE BRACES ARE NOT REQUIRED FOR THE TABULATED SPANS. MAY BE SUBSTITUTED FOR THE H•CIWNNEL KNEE PURLIN NOTE: STIFFENING ANGLES SHALL BE INSTALLED AT EACH PURLIN LOCATK)N ALONG THE BEAMlGIHDER. TYPICAL CABLE BRACE DETAILS SAYE RAIL O O O O O ~~ 45 DEGREE TRIANGULAR-0.125 PLATE O WRk (S) #10 SGREW5AS SHOWN ~ ~ O /- 3132" DIAMETER STAINLESS STEEL CABLE O ~~~ O O 5 x 12 x 0.125 PLATE ~ O WITH (B) #10 SCREWS ~ INTO POST AND (4) #10 ~~~ O O SCREWS INTO BRACE CHAIR RAIL 4 x 4 x D.125 PLATE WITH (6) #10 SCREWS INTO POST AND (4) #f0 SCREWS INTO BRACE AND (Z1 #10 SCREWS INTO BASE MINIMUM SIZE KNEE BRACE AND CONNECTION BRACE LENGTH EXTRUSION CONNECTKN~ 0' TO 2'-0' 2 x 2 x 0.041 2' H-CFIANNEL WITH 3 #10 EACN SIDE TO 3' • 0' 2 x 3 x 0.050 2' H•CHANNEL WITH 3 #10 EACk SIDE TO 4' • 6' 2 x 4 x 0.044 NOTCH EXTRUSION OVER BEAM AND POST AND ATTACH WITH (4) #10 EACH SIDE NOTE: ALLOWABLE ROOF BEAM SPANS MAYBE INCREASED BY THE KNEE BRACE LENGTH IF BRACES ARE ON BOTH ENDS OF THE SPAN. FOR KNEE BRACE ON ONE END ONLY, AN INCREASE OF 12 THE KNEE BRACE LENGTH IS ALLOWED. -1 1 /ZY"f•"'~I r Aw"" r n~wv~no~c ~rr-iv~ wrc ~~rcttlV tNLWSUKE POSTS FAR REGIONS WITH WIN D SPEED UP T0110 M.P.H. POST SPACING 4'-0" 5'-0" 6'-0" T-0" 8'-0" EXPOSURE CATEGORY B C B C B C B C B C SELF-MATING BEAMS 2x4x0.044x0.100 16'-5" i3'-7" 14'-8" 12'-2" 13'-5" 11'-1" 12'-5" 10'-3" 11'-7" 9'-T 2x5x0.050x0.100 19'-4" 16'-0" 17'-3" 14'-4" 15'-9" 13'-1" 14'-7" 12'-1" 13'-8" 11'-4" 2x6x0,050x0.120 23'-2" 19'-2" 20'-9" 17'-2" 18'-11" 15'-8" 17'-6" 14'-6" 16'-4" 13'-7" 2x7x0.055x0,120 26'-2" 21'-8" 23'-4" 19'-4" 21'-4" 17'-8' 19'-9" 16'-4" 18'-6" 15'-4" 2x8x0.072x0,224 36'-9" 30'-5" 32'-10" 27'-3" 30'-0" 24'-10" 27'-9" 23'-0" 26'-0" 21`-6" 2x9x0.072x0.224 39'-9" 32'-11" 35'•7" 29'-6" 32'-5" 26'-11" 30'-0" 24'-11" 28'-f" 23'-3" 2x9x0.082x0.310 45'-i" 37'-5" 40'-4" 33'-5" 36'-10" 30'-6" 34'-1" 28'-3" 31'-10" 26'-5" 2x 10x0.092 x0.369 52'-6" 43'-6" 46'-11" 38'-11" 42'-10" 35'-6" 39'-8" 32'-1f" 37'-i" 30'-9" SNAP EXTRUSIONS 2x2x0.044x0.044 9'-5" 8'-4" 8'-9" 7'-9" 8'-3" 7'-3" 7'-10" 6'-9" 7'-6" 6'-3" 2x3x0.045x0,045 i3'-0" 11'-6' 12'-1" 10'-4" 11'-4" 9'-5" 10'-7" 8'-9" 9'-10" 8'-2" ALLOWABLE SPANS FOR SCREEN ENC LOSURE POSTS FOR REGIONS WITH WIN D SPEE D UP T0130 M.P.H. SELF-MATING BEAMS 2x4x0.044x0.i00 13'-7" 11'-7" 12'-2" 10'-4" 11'-1" 9'-6" 10'-3" 8'-9" 9'-7" 8'-2' 2x5x0.050x0.100 16'-0" 13'-8" 14'-4" 12'-2" 13'-1" 11'-1" 12'-1" 10'-4" 11'-4" 9'-8" 2x6x0.050x0.120 19'-2" 16'-4' 17'•2" i4'-8" 15'-8" 13'-4" 14'-8" 12'-4" 13'-7" 11'-7" 2x7x0.055x0.120 21'-8" 18'-6" 19'•4" 16'-6" 1T-8" 15'-1" 16'-4" 13'-11' 15'-4" 13'-1" 2x8x0.072x0.224 30'-5" 26'-0" 2T-3" 23'-3" 24'-10" 21'-2" 23'-0" 19'-7" 21'-6" 18'-4" 2x9x0.072x0.224 32'-11" 28'-1" 29'-6" 25'-1" 26'-1i" 22'-11" 24'-11" 21'-3" 23'-3" 19'-10" 2x9x0,082x0.310 37'-5" 31'-10" 33'•5" 28'-6" 30'-6" 26'-0" 28'-3" 24'-1" 26'-5' 27-6' 2x10x0:092x0.369 43'-6" 3T-1" 38'-1i" 33'-2" 35'-6" 30'-3" 32'-11' 28'-0" 30'-9" 26'•3" SNAP EXTRUSIONS 2x2x0.044x0,044 8'-4" T-6" T-9" 6'-9" T-3" 6'-2" 6'-9" 5'-9" 6'-3" 5'-4" 2x3x0.045x0.045 11'-6" 9'-10" 10'-4" 8'-10" 9'-5" 8'-1" 8'-9" 7'-5" 8'-2" 7'-0" nu 1 t: µuMittUM aEAM ALLOY SWLLL BE 8063~T8. PURLWS, ANGLES AND CHANNELS ALLOY SHALL BE 6063~T5. MIN BENDING STRESS =15,000 P.S.I. MW TNK~(fiESS = D.OID NCHES. U AITER~fATE TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC P1AN AND DETAIL STRAP 7 WIDE STRAP PER HOST STRUCTURE LOCATION 3CHEMATX: PLAN 2 x 2 x 0.125 ANGLE WITH (4) k10 SCREWS INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM. SELF-MATING BEAM SLOPED OR FLAT O 1 x 2 ALONG SUPER GUTTER O BEAM SPACI WITH (2) N10 SCREWS AT STRAP SPACING SHALL EACH END ATTACHED O BE 112 THE BEAM SPACING INTERNALLY FROM O BEAM. RECEIVING CHANNEL WITIi (by k10 SCREWS INTERNAL AND (S) M10 SCREWS EXTERNAL ALTERNATE TYPICAL POST AND BEAM DETAIL -MAIN FRAME SELF-MATING SEAM /~ SLOPED OR FLAT ATTACH NOTCH BEAM INTERNALLY FOR POST FROM BEAM. 0 1 O O ATTACH INTO O 2 x 2 AT 24' O.C. OPTK)NAL 2 x 2 x 0.125 SEAT ANGLE. SEETABLEfOR O O O DISTRIBUTE MINIMUMNUMEIEROF MINIMUM NUMBER SCREWS INTO SEAT ANGLE AND OF SCREWS. O BEAM SIDES. BEAM MAY BETRIMMED FLUSH WITF! 2 x 21NSTEAD OF TRIMMING TO FR AROUND 2x2. POST MINIMUM POST SIZE AND # OF SCREWS ~ BEAM SIZE POST SIZE # 8 # 10 # 12 2x3 2x3 6 4 4. 2x4 2x3 8 6 4 ~~ 2x6 2x3 10 8 6 2x6 2x4 10 8 6 2x7 2x4 14 12 10 ~ 2x8 2x5 16 14 12 ~~ 2x9 2x6 18 16 14 2x10 2x8 22 20 18 MINIMUM SPACING AND EDGE DISTANCES ~ #8 #10 #12 MINIMUM SPACING 518" 314" 1" $ " MIN, EDGE DISTANCE 5116" 3I8" 112" PRESSURE TREATED BLOCKING AT EACH STRAP LOCATION NOTE: SEAL GUTTER WALL AT ALL CONNECTION POINTS. TYPICAL POST BASE DETAIL AT BRICK STEM WALL POST 2x2x0.125 ANGLE EACH SIDE OF POST WITH (2) k10 x 314' SCREWS INTO POST AND (1) 114' TAPCON INTO CONCRETE Wl7H Y MINIMUM EMBEDMENT. 1x2 BASE SCREEN CHANNE CONTINUOUS WEtH 114" TAPCONS AT 24' O.C. AND WITHIN 6' OF POST INSTALL ADDITIONAL ANGLES FOR EACH Y INCREASE NI POST DEPTH. 3RICK STEM WALL WRYPE S OR N MORTAR. 1' WIDE 16 GAUGE STRAP tEOUiRED AT EACH POST. ATTACH '0 POST WITH (2) M10 SCREWS AND '0 FOOTING WITH 1M TAPCON WffH C MINIMUM EMBEDMENT. /-- STR~ FOOTING OR / SUB W/fIMCKENED EDGE PER TYPICAL DETAA.S NOTES: 1. SELF-TAPPING SHEET METAL SCREWS SHALL BE STAItdLESS STEEL OR ZiNGPUTED. 2. ALUMINUM ALLOY MEMSERS SHALL BE ISOLATED AS REOUEREDIRECOMMENDFD FROM OTHER MATERIALS TO PREVENT CARROSKNl. 3. FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A Y EMBEDMENT. 4. MAXIMUM WALL HEIGHT SHALL BE LBAETED TO 4'-0'. TYPICAL PAST BASE DETAIL AT CONCRETE BLOCK STEM WALL PST 222x0.125 ANGLE EACH SIDE OF POST WITH (2) II10 x 314' SCREWS INTO POST AND (1) 1/4' TAPCON INTO CONCRETE WITH Y MINIMUM EMBEDMENT 1x2 BASE SCREEN CHANNE CONTINUOUS W7TH E/4' TAPCONS AT 24' O.C. AND WITHIN 3' OF POST INSTALL ADDITKNIAI. ANGLES FOR EACH 2' INCREASE IN POST DEPTH. 3LOCK STEM WALL WI(1)115 :ONT. HORIZ AT TOP OF WALL IND M5 AT WALT. ENDSICORNERS IND 8'-0" O.C. REINFORCED CELLS IND BOND BEAM SHALL BE ;ROUTED SOLID. STRIP FOOTING OR SUB W(THICKENED EDGE PER TYPICAL DETAELS NOTES: 1. SELF-TAPPING SHEET METAL SCREWS SHALL BE STAM~ESS STEEL OR ZNJGPUTED. 2. ALUMINUM ALLOY MEMBERS SHALL BE ISOUTED AS REOUIREDRtECOMMENDEDPROM OTHER MATERIALS TO PREVENT CORROSKNJ. 3. FASTENERS INTO STEM WALL SHALL BE LONG ENOUGH TO ACHIEVE A 2' EMBEDMENT INTO THE STRUCTURAL WALL THROUGH ANY FINISH MATERUll.. 4. MAXIMUM WALL HEIGHT SHALL BE LIMITED TO 4'-0'. HOST STRUCTURE 114' DIAMETER x 3' LAG SCREWS AT 1Y O.C. AND (3) AT EACH STRAP (PRE•DRILI.) ~~ SUPER GUTTER TYPICAL RISER RECEIVING CRAM THRU-BOLTED TO AND BEAM CONNI 2x2 POST (3' AT EACH ST ALONG SUP FOR ALL OT SIZE AS A P SPAN ANDK 1/4' DIAMEtI 4' INTO HO5 EACH POST. ATTACH WRE tY ON CENTI RECEii WITH M 1'ON( AND St Ar.Ll7WABLE SPANS FOR SCREEN ENCLOSURE CA RRIER BEAMS - < =150 M .P.H. TRIBUTARY LOAD WIDTH 10'-0" 14'-0" 18'-0" 22'-0" 26'-0" 30'-0" 34'-0" 38'-0" 42'-0" 46'-0" 50'-0" SINGLE SELF-MATING BEAMS 2x4x0.044x0.100 10'-10" 9'-2" 8'-1" 7'-4" 6'-9" 6'-3" 5'-11" 5'-7" 5'-3" 5'-1" 4'-10' 2x5x0.050x0.100 12'-9" 10'-10" 9'-6" 8'-7" 7'-11" 7'-4" 6'-11" 6'-6" 6'-3" 5'-11" 5'-8' 2x6x0.050x0.120 15'-4" 13'-0" 11'-5" 10'-4" 9'-6" 8'-10" 8'-4" 7'-10" 7'-6" 7'-2" 6'-10" 2x7x0.055x0.120 17'-4" 14'-8" 12'-11" 11'-8" 10'-9" 10'-0" 9'-4" 8'-10" 8'-5" 8'-1" 7'-9" 2x8x0.072x0.224 23'-4" 20'-7" 18'•2" 16'-5" 15'-1" 14'-1" 13'-2" 12'-6" 11'-10" 11'-4" i0'-10" 2x9x0.072x0.224 25'-7" 22'-3" 19'-8" 1T-9" 16'-4" 15'-2" 14'-3" 13'-6" 12'-10" 12'-3' 11'-9" 2x9x0.082x0.310 27'-10" 24'-11" 22'-3" 20'-2" 18'-6" 17'-3" 16'-2" 15'-4" 14'-7" 13'-11" 13'-4" 2x10x0.092x0.369 31'-11" 28'-6" 25'-11" 23'-5" 21'-7" 20'-1" 18'-10" 17'-10" 16'-11" 18'-2" 15'-6" DOUBLE.SELF-MATING BEAMS 2x7x0.055x0.120 22'-5" 20'-1" 18'-3" 16'-6" 15'-2" 14'-2" 13'-3" 12'-7" 11'-11" 11'-5" 10'-11" 2x.8x0.072x0.224 29'-5" 26'-4" 24'-2" 22'-8" 21'-5" 19'-11" 18'-8" 1T-8" 16'-10" 16'-1" 15'-5' 2x9x0.072x0.224 32'-3" 28'-10" 26'-6" 24'-10" 23'-1" 21'-6" 20'-2" 19'-1" 18'-2" 17'-4" 16'-8" 2x9x0.082x0.310 35'-1" 31'-5" 28'-10" 27'-0" 25'-6" 24'-4" 22'-11" 21'-8" 20'-7" 19'-8" 18'-11" 2x10x0.092x0.369 40'-3" 36'-0" 33'-1" 30'-11" 29'-3" 27'-11" 26'-8" 25'-3" 24'-0" 22'-11" 22'-0" NOTE: ALUMINUM SEAM ALLOY SHALL BE 6083•T6 WITH MINIMUM BENDING STRENGTH OF 15,000 PSI. ALLOWABLE SPANS FOR 3" COMPOSITE ROOF PANELS SHELL METAL THICKNESS D.024" 0.032" EXPOSURE CATEGORY B C B C WIND SPEED M.P.H. 100 15'-8" 14'-9" 17'-3" 16'-3" 110 15'-2" 13'-8" 16'-9" 15'-1" 120 i4' - 4" 12' -10" 15' -10" 14' - 2" 130 13'-8" 12'-3" 15'-1" 13'-6" 140 13' -1" 11' - 8" 14' - 5" 12' -10" 150 12'-5" 11'-1" 13'-8" 12'-3° ALLOWABLE SPANS FOR 4" COMPOSITE ROOF PANELS 100 19'-0" 17'-10" 20'-11" 19'-8" 110 18'-5" 16'-7" 20'-3" 18'-3" 120 17' - 5" 15' - 7" 19' - Z" 17' - 2" 130 16'-7" 14'-10" 18'-3" 18'-4" 140 15'-11" 14`-2" 1T-6" 15'-7" 150 15'-1" 13'-6" 16'-7" 14'-10" ALLOWABLE SPANS FOR 5" COMPOSITE ROOF PANELS 100 22'-1" 20'-9" 24'-3" 22'-10" 110 21'-4" 19'-3" 23'-6" 21'-2" 120 20'-2" 18'-1" 22'-3" 19'-11" 130 19'-3" 17'-2" 21'-2" 18'-11" 140 18'-6" 16'-5" 20'-4" 18'-1" 150 17'-6" 15'-8" 19'-3" 17'-2" NOTE: ALUMINUM ALLOY 3105-H14 OR -H25 WITH MINIMUM TENSILE BENDING STRENGTH OF 18,000 PSI, INSULATION DENSITY=1 PCF. ALLOWABLE SPANS FOR.3" RIB RISER 12" WIDE PANELS METAL THICKNESS 0.024" EXPOSURE CATEGORY B C WIND SPEED M.P.H. 100 9' -10" 9' - 3" 110 9'-6" 8'-7" 120 9'-0" 8'-1" 130 8'-7" 7'-8" 140 8'-3" 7'-4" 150 7'-9" 6'-11" METAL THICKNESS 0.030" 100 10'-7" 9'-11" 110 10'-3" 9'-3" 120 9'-8" 8'-8" 130 9'-3" 8'-3" 140 8'-10" T-11" 150 8" - 5" T - 6" METAL THICKNESS 0.0 50" 100 12' - 6" 11' - 9" 110 12'-1" 10'-11" 120 11'-5" 10'-3" 130 10'-11" 9'-9" 140 10'-6" 9'-4" 150 9'-11" 8'-10" NOTE: ALUMINUM ALLOY 3105•H28 WITH MINIMUM TENSILE SENDMG STRENGTH OF 26,000 PSI. DETAIL TYPICAL SUPER GUTTERATTACHMENT SCHEMATIC PLAN AND DETAIL HosrsTRUCruRE STRAP 3' WIDE STRAP PER 1l4' DIAMETER x 3` lAG ATTACH INTERNALLY WITH (4) LOCATKki M10 x 2' SCREWS INTO HOST STRUCTURE SCHEMATIC PLAN SCREWS AT 12' O.C. AND SCREW GROOVES. 2 x 2 x-0.125 ANGLE (31 AT EACH STRAP WITH (4) M10 SCREWS (PRE-0RILL) INTO BEAM AND 2 x 2 BOTH SIDES OF BEAM. SELF-MATING BEAM SLOPED OR FLAT 0 t x 2 ALONG SUPER GUTTER. ~ ~_ BEAM BEAM SPACING AL AL :WITH (2) M10 SCREWS AT SUPER STRAP SPACING SHALL .EACH END ATTACHED ~ GUTTER ---_.-:. _----------------------------.9E1/2.THE.BEAM.SFACOJG-INTERNALLY FROM BEAM. O. - RECENING CHANNEL WffH (S) PRESSURE TREATED M70 SCREWS INTERNAL AND (~ BLOCKING AT EACH N10 SCREWS EXTERNAL STRAP LOCATKk1 NOTE: SEAL GUTTER WALL AT ALL CONNECTION PORlTS. GENERAL NOTESAND DESIGN CRITERIA: 1. q SCREEN ENCLOSURE IS DESIGNED TO BE ATTACHED TO A PERMANENT BASE HOST STRUCTURE OF ADEQUATE STRUCTURAL CAPACITY. 2. THE HOMEOWNERICONTRACTORSNALL VERIFY THAT THE BASE HOST STRUCTURE IS IN GOOD CONDRION AND OF SUFFK;IENT STRENGTH TO SUPPORT THE PROPOSED ADDITION BY HIRING A QUALIFIED PROFESSIONAL 3. THE HOMfOWHERICONTRACTOR SHAIIHIRE AQUALIFIED PROFESSIONALTOVERIFY THE CAPACITY OF THE TYPICAL DETAILS. - ~: SITE SPECIFIC ENGINEERING IS REQUIRED.FOR STRUCTURES GREATER THAN THIRTY FEET, ROOFSPANS GREATER THAN FIFTY FEET, ARDIOR CANDRKNJS NOT COVEREDBY THE SPAN TABLES. j 5'. T'HE 2004FLORU)A BUILDING CODE IS THEBASIS OF DESIGN. . WIND LOADING FOR THE SPAN TABLES IS PER CHAPTER 20;.TABLE2002.4... - - 8, MAXIMUM PURLINSPACING IS T - 0'. FOR SPANS GREATER THAN 34.0', INTERNAL LATERAL BRACMIG IS REQUIRED FOR STASO:TfY. 7. MEAN ROOF HEK3t1T SHALL BE LESS THAN OR EQUAL TO 30 FEET. THE RIDGE OF THE SCREEN ENCLOSURE SHALL NOT EXCEED THE RIDGE HEIGHT OF THE BASE HOSTSTRUCTURE. B'. THE EXPOSURE CATEGORY IS PER S(TE LOCATION - C FOR STRUCTURES ALONG THE COAST AND B fOR ALL OTHERS: ' 9, T HE BASK: IMND SPEED ISlESS THAFI OR'EQUAL T0150 M.P.H. THE NAPOFtTAPK;E FACTOR IS EQUAL TO 0.17. - 10. THE SPANS'ARE BASED ON AN OPEN BUILDING ENCLOSURE CUISSIFICATKk1. 11 THE TYPICAL DETAILS SHOWN ARE INDICATNE OF A STANDARD INSTALLATION. THE ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OFTHESE TYPICAL DETAO,S. ~' 12. CERTIFICATKOI EXTENDS ONLY FOR THE TABULATEDSPANS OF THE STRUCTURALSHAPES LISTE0. THE ENGMEER OF RECORD SHALL VERIFY ALL OTHER DETAILS Wfxk~ING OVERALL STABII.RY. 9 13.. INTERPOIgTKNI EETWEEN CISTED MEMBER SPACING IS PERMITTED: EXTRAPOLATION BEYOND THE TABULATED SpACMIG IS PROHIBITED.. 14. FOR GABLE, HIP AND HALF MANSARD ROOFS, AN INCREASE OF 10'~6dS PERMITTED FOR THE SELF-MATING BEAM TABUATED FLAT ROOF BEAM SPANS. VERIFY MINIMUM POST SIZE ADEQUACY. 15: -FOR DOME AND FULL MANSARD ROOFS, AN INCREASE OF 20Ne IS PERMITTED FOR THE SELF-MATING BEAMTABWLATED FLAT ROOF BEAM SPANS. VERIFY MINIMUM POST SIZE ADEQUACY. 18. SPLICES OF SELF-MATING BEAMS ARE ALLOWED BETWEEN THE 174 T01~ OF THE BEAM SPAN AND SF4ILL BE STAGGERED EACH SIDE OF THE BEAM. ALLOWABLE SPANS`FOR SCREEN ENCLOSURE POSTS FQR REGIONS WITH WIND'SPEED UP TO X50 M P H. o . . POSTSRACING 4'-0" 5'-0" 6'-0" T-0" 8'-0" ~ ` EXPOSURE CATEGORY B: C 8 C 8 C B C B C - ~ SELF-MATING BEAMS 2x4x0.044x0.100 12'-10" 10'-8" 11'-6" 9'-6' 10'-6". 8'-8" 9'-8" 8'-1" 9'-1" T•8' ~`" 2x5x0.050x0,100 15'-1" 12'-6" 13`-6" 11'-3" 12'-4" 10`-3" 11'-5"' 9'-6" 10'-8" 8'-10` 2x6x0.050x:0.120 18'-1" 15'-1" 16'-2" 13'-6" - 14'-9" 12'-3" 13'-8" 11`=4" t2'-9" 10'-8" ~ 2x7x0.055x0.120 20'-5" 1T-0" 18'-3" 15'-2" 16'-8" 13'-10" 1b'-5" 12'-10" 14'-5" '12'-0" 2x8x0.072x-0.224 28'-9" 23'-11" 25`•8" 21'-4" . ' 23'-5" 19'-6" 21'-8" 18'-1' 20'-3" 16'-10` ~$ '2x9x0.072x0.224 30'-0' 25'-10" 2T-9" 23'-1" 25'-4" 21'=1" 23'-6" 19'-6" 21'-11"- 18'-3" 2x9x0.082x0.310 30'-0" 29'-4' 30'-0" 26'-3' 28'-9" 23'-11" 26'-8" 22'-2" 24''-11" 20'-9"., 2x10x0.092x0.369 30'-0" 30'-0" 30'-0". 30'-0" 30'-0". 2T-10" 30'-0" 25'-9" 29'-0" 24'-1" SNAP EXTRUSIONS ~ 2x2x0.044x0.044 8'-0" 7=0" T-5" 6'-3" 6"-10" 5'-8" 6'-4" 5'-3" 5'-11" 4'-11"' ~~ 2x3x0.045x0.045 10'-11" 9'-1" 9'-9" 8'-1" 8'-11" T-5" 8'-3" 6'-10". T-8" 6'-5" NOTE: SEE DRAWING 9 OF 4 FOR ALLOWABLE POST SPANS FOR OTHER WIND REGKN4S. ~ ~ ~' g 1 PROJECT ADD SS: PATIO/POOL SCREEN ENOLOSURES ~~1 r , "` DRAWING 10F:5 ' REVISIONS. COUNTY: ~i ~~ DRAWING EFFECTIVE I JANUARY 2005 d.L~= j PERMIT NUMBER: PROJECT DESCRIPTION: ~ ~UGGG?~i,2~ i OCCUPANCY/USE TYPE: ' SINGLE FAMILY MULTI-FAMILY -O INDUSTRIAL _ ~ ^ COMMERCIAL O OTHER: CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES TYPICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENCLOSURES ' H05TSTRUCTURE ATTACHMENT (fYPICAI) ROOF PLAN ~ Q~ WEW 1. 1 .! 3 tx2BRACE ITYpICAL) / a p ~ ; ~ ~ ~ ~ LL END WALL CHAIR RAIL ELEVATION POST FOUNDATION (TYPICAL) ROOF PLAN VIEYV 3~ ~~ END WALL ELEVATKNJ 2x28RACE ITY~CAL) ROOF PLAN VIEW ~~ ~~ END WALL ELEVATION ROOF FLAN VIEW ~~ END WALL ELEVATION NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOORJAMBS. ADD (1) K-BRACE OR (1) PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. ROOF PLAN VFW ~~ END WALL ELEVATION TYPICAL BRACING SCHEMATIC DETAIL FOR L-SHAPED HOST STRUCTURE H0S73TRUCTURE ATTACHMENT (TYPICAL) ROOF PLAN VIEW ~' END WALL w ELEVATION FOUNDATION (TYPK;AL) NOTE: WALL BRACING REQUIRED VNiEN SCREEN ENCLOSURE EXTENDS MORE THAN 16' - 0' FROM THE HOST STRUCTURE. NOT SHOWN ALLOWABLE SPANS FOR SCRE EN ENC LOSURE FLAT ROOF BEAMS WITH WIND SPEED UP T0150 M.P.H. BEAM SPACING SELF-MATING BEAMS 4'-0" 5'-0" 6'-0" T-0" 8'-0" NOTE: ALUMINUM BEAM ALLOY SHALL BE 6063-T6. PURLINS, ANGLES AND CHANNELS ALLOY SHAH SE6063-T5. MINIMUM BENDING STRESS = t5,OO0PS1. 2 x 4 x 0.044 x 0.100 17` - 3" 15' - 5" 14' - 6" 13' -10" 12' -10" MINIMUM THICKNESS = O.O4OINCHES. 2x5x0.050x0,100 20'-3" 19'-0" 1T-6" 16'-0" 15'-0" 2x6x0.050x0.120 24'-4" 21'-9" 19'-10" f8'-4" 17'-2" 2 x 7 x 0.055 x 0,120 28' - 6" 25' - 6" 23' - 6" 22' - 0" 20' - 6" TYPICAL ALLOWABLE SPAN INCREASES PERMITTED FOR SELF MATING BEAMS 2 x 8 x 0.072 x 0,224 38' - 6" 34' - 6" 31' - 5" 29' -1" 2T - 3^ - 2x9x0.072x0.224 41'-8" 3T-3" 34'-0" 31'-6" 29'-6" 2 x 9 x 0.082 x 0,310 47' - 4" 42' - 4" 38' - 7" 35' - 9" 33' - 5" ELEVATION 2 2 x 10 x 0.092 x 0,369 50' - 0" 49' - 3" 44' -11" 41' - 7" 38' -11" SPAN PAN x 1,1 SPAN x 1. SNAP EXTRUSIONS NOTE: SEE DRAWING 4 FOR ALLOWABLE SPANS PER ROOF TYPE. 2x2x0,044x0,044 10'-1" 9'-5" 8'-10" 8'-5" 8'-0" 2x3x0.045x0.045 13'-11" 12'-11" 11'-11" 11'-1" 10'-4" i TYPICAL SELF-MATING BEAM SIDE PLATE CONNECTION DETAIL SELF-MATING BEAM ~ O O O Oo 000 00 000 O ~O O ALUMINUM PLATE 0.125 THICK BOTH SIDES WTtH (9)114' x Tl6' SCREWS INTO EACH MEMBER BEING SPLICED. NOTE: DETAIL APPLIES TO GABLE, HIP, DOME, AND MANSARD CONNECTIONS. PLATE MAY BE INTERNAL OR EXTERNAL. USE 0.125' THICK PLATE AND (12) 114' SCREWS FOR 2 x 9. USE 0.25' THICK PLATE AND (16) 114' SCREWS FOR 2 z 10. TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES HOST STRUCTURE ATTACHMENT (T'YPK:AL) ROOF ALAN GIRDER VIEW BEAM , ~~~ 3 ~~ END WALL CHAIR RAIL `~ ELEVATINI POST FWNDATtON (TYPICAL) (1) ~M6 SCREwaT 24" O.C. TOP AND BOTTOM ROOF PLAN VIEW 2 x 2 BRACE END WALL ELEVATION 2 x 2 BRACE (TYPICAL) ROOF PLAN VIEW 2 x 2 BRACE ~ w END WALT ELEVATION NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOORJAMBS. ADD (1) K-BRACE OR (1) PAIR OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA. PATIO/POOL SCREEN ENCLOSURES DRAWING 2 OF 5 REVISIONS I DRAWING EFFECTIVE 1 JANUARY 20(15 I 0 I°'~~\ EXTENDS ONLY FOR THE SPAN TABLES {~~v~Hts~t SrHly~ curt sc;rtttly tlvc;wsuR~ PASTS FOR REGIONS WITH WIN D SPEED UP T0120 M.P,H. I POST SPACING 4'-0" 5'-0" 6'-0" 1'-0" 8'-0" EXPOSURE CATEGORY B C B C 8 C B C B C ~ ~ :lF-MATING BEAMS i 2x4x0.044x0.100 14'-T 12'-6" i3'-0" 1f'-2" 11'-11" !0'-2" 11'-0" 9'-5" 10'-3" 8'-14" 2x5x0,050x0.100 1T-f" 14'-8" 15'-4" 13'-1" 13'-11" 12'-0" 12'-11" 11'-1" 12'-1" 10'-4" 2x6x0.050x0.120 20'-6" 17'-T 18'-4" 15'-9" i6'-9" 14'-5" 15'-6' 13'-4" 14'-6" 12'-5" 2x7x0.055x0.120 23'-2" 19'-10" 20'-8" 1T-9" 18'-11" 16'-3" 1T-6" 15'-0" 18'-4" 14'-0" 2x8x0.072x0.224 32'-T 2T-8" 29'-1" 25'-0" 26'-T 22'-10" 24'-T 21'-1" 23'-0" 19'-9' 2x9x0.072x0.224 35'-3" 30'-3" 31'-6" 27'-0" 28'-9" 24'-8" 28'-T 22'-10" 24'-11" 21'-4" 2x9x0.082x0.3i0 40'-0" 32'-11" 35'-9" 30'-T 32'-8" 28'-0" 30'-2" 25'-11" 28'-3" 24'-3" 2x10x0.092x0.369 46'-3" 37'-9" 41'-T 35'-1" 38'-0" 32'-T 35'-2" 30'-2" 32'-11" 28'-3" AP EXTRUSIONS 2x2x0.044x0,044 T-f0" 6'-4" T-3" 5'-11" 6'-10" 5`-6" 6'-6" 5'-3" 6'-2" 5'-0" 2x3x0.045x0.045 10'-9" 8'-9" 9'-11" 8'-1" 9'-4" 7'-T 8'-11" T-3" 8'-6" 6'-11" ILLOWABLE SPANS FOR SCRE EN ENC LOSURE POSTS fOR REGIONS WITH WIN D SPEE D UP T0144 M.P.H. ~LF•MATING BEAMS 2x4x0,044x0.100 13'-7" 11'-4" 17-2" f0'-2" 11'-1" 9'-3" 10'-3" 8'-T 9'-T 8'-0" 2x5 x0.050 x0.100 16'-0" 13'-4" 14'-4' 11'-11" 13'-1" i0'-11" 12'-1" 10'-1" 11'-4" 9'•5" 2x6x0.050x0,120 19'-2" 16'-0" 1T-2" 14'-4" 15'-8" 13'-1" 14'-6" 12'-1" 13'-T 11'-4" 2x7x0.055x0,120 21'-8" 18'-1" 19'-4" 16'-2" f7'-8" 14'-9" 16'-4" 13'-8" 15'-4" 12'-9" 2x8x0.072x0,224 30'-5" 25'-5" 2T-3" 22'-9" 24'-10" 20'-9" 23'-0" 19'-2" 21'-6" 1T-11" 2x9x0.072x0.224 32'-11" 27'-6" 29'-6" 24'-T 26'-11" 22'-5" 24'•11" 20'-9" 23'-3" 19'-5" 2x9x0,082x0.310 3T-5" 31'-2" 33'-5' 2T-11" 30'-6" 25'-5" 28'-3" 23'-7" 26'-5" 22'-0" 2x10x0.092x0,369 43'-6" 38'-3" 38'-f1" 32'-5" 35'-6" 29'-T 32'-11" 27'-5" 30'-9" 25'-8" VAP EXTRUSIONS 2x2x0.044x0.044 8'-4" 7'-5" T-9" 6'-8" 7'-3" 6'-1" 6'-9" 5'-7" 6'-3" 5'-3" 2x3x0.045x0.045 11'-6" 9'-8" 10'-4" 8'-T 9'-5" 7'-10" 8'-9" 7'-3" 8'-2" 6'-10" D1E; ALUMINUM SEAM ALLOY SHALL 8E 606376. PURLMIS, ANGLES AND CHANNELS ALLOY iIALL BE 60fi~T5. MIN BENDfNG STRESS" 15,000 P.S,I. MW THICIQdESS • 0.040INCHES. PATIO/POOL SCREEN ENCLOSURES DRAWING 3 OF 5 REVISIONS 1 DRAWING EFFECTIVE i JANUARY 2005 I ~~1 FOR THE ILLOWABLE SPANS FOR SCREEN ENCLLOSURE GABLE, HIP AND HALF MANSARD ROOF BEAMS - < _ 150 M.P BEAMSPACINGT 4'-0" 5'-0" I 6'-0' T-0" 8'-0"~ 2x4x0.044x0.100 18'-11" 16'-11" i5'-11" 2x5x0,050x0,100 22'-3" ZO'-10" 19'-3" 2x6x0.050x0.120 26'-9" 23'-11" 21'-9" 2x7x0.055x0.120 31'-4" 28'-0" 25'-10" 2x8x0.072x0,224 42'-4" 37'-11" 34'-6" 2x9x0.072x0.224 45'-10" 40'-11" 37'-4" 2x9x0,082x0.310 52'-0" 46'-6" 42'-5" 2x10x0.092x0,369 55'-0" 54'-2" 49'-4" 2x2 / 1x2 COMPOSITE SHAPE TOP AND BOTTOM - 2x2x0.044x0,044~ 10'-1" 9'-5" 8'-10" 8'-5" 8'-0" 2x3x0.045x0.045 13'-11" i_2'-11" 11'-11" 11'-1" 10'-4" TE: SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SRE OR ONE SIZE SMALLER 70ACHIEVE THE ADDTTK)NAI. SPAN LENGTH. tLLOWABLE SPANS FOR SCREEN ENCLOSURE DOME AND FULL MANSARD ROOF BEAMS - < =150 M.P.H. :LF•MATING BEAMS 2x4x0.044x0.100 20'-8" 2x5x0.050x0.100 24'-3" 2x6x0.050x0.120 ~'•2" 2x7x0.055x0.120 34'•2" 2x8x0.072x0,224 46'-2" 2x9x0.072x0.224 50'-0" 2x9x0.082x0.310 56'-9" 2x10x0.092x0.369 60'-0" 18'-6" 17`-4" 16'-7" 15'-4" 22'-9" 21'-0" 19'-2" 18'-0" 26'-1" 23'-9" 22'-0" 20'-7" 30'-7" 28'-2" 26'-4" 24'-7" 4i' - 4" 3T - 8" 34' -10" 32' - 8" 44' - $" 50' - 9" 4O' - 9" 46' - 3" 37' - 9" 42' - 10" 35' - 4" 40' - 1" NOTE: ALUMINUM BEAM ALLOY SHAH BE 6063-T6. PURLWS, ANGLES AND CHANNELS ALLOY SHALL BE 6063-T5. MIN BENDING STRESS =15,000 P.S.I. MIN THICKNESS = O.O~O 1NCNES. 59'-1" 153'-10" 149'-10" 146'-8" 2x2x0.044x0.044~_10'-1" 9'-5" 8'-10" 8'-5" 8'-0" 2x3x0.045x0.045 13'-11" 12'-11" 11'-11" 11'-1" 10'-4" OTE: SUPPORTING POST SHALL BE IDENTICAL TO THE BEAM SIZE OR ONE SIZE SMALLER 70 ACHIEVE THE ADDRK)NAL SPAN LENGTH. RAN50M WALL DETAIL -SELF-MATING BEAM SLOPED OR FUT O O O O O O PORT xJPERTABLE, TAX HEIGHT) .OCATION U1TER CONDiTK)NS 3ASED ON iAM SIZE. ~ scREw +~IING AT O O ISCREWSAT O CHANNEL ;CREWS AT TER INTO POST R GUTTER. HOST STRUCTURE i5'-2" 114'-1" 17' - 7' 116' - 6" 20'-2" 118'-10" 24'-2" 1 22'-6" 31' -11" 29' -11" 34' - 7" 32' - 5" NOTE: ALUMINUM BEAM ALLOY SHALL SE 6063-T6. PURLINS, ANGLES AND CHANNELS ALLOY 39' - 3" 36' - J" SHALL BE 6063-T5. MIN BENDING STRESS =15,000 P.S.I. MIN THICKNESS = O.O~O INCHES. 45'-8" 142'-9" PATIO/POOL SCREEN ENCLOSURES DRAWING 4 OF 5 REVISIONS DRAWING EFFECTIVE 1,UWUARY 2005 SUPER GUTTER PRESSURETREATEO BLOCKING AT EACH STRAP LOCATION L 0 ~~ 1°~~ ONLY FOR THE SPAN TABLES ALLOWABLE SPANS FOR CARRIER BEAM W/ SOLID & SCREEN ROOF SOLID ROOF SPAN = 8' - 0" : EXP B : UP T0150 M.P.H. SCREEN ROOF SPAN 20' - 0" 24' - 0° 28' - 0" 32' - 0" 36' - 0" 40' - 0" SELF-MATING BEAM 2x6x0.050x0.120 11'-2" 10'-10" 10'-4" 9'-11" 9'-6' 9'-2" 2x7x0.055x0.120 12'-9" 12'-3" 11'-8" 11'-2" 10'-9" 10'-4" 2x8x0.072x0,224 16'-9" 16'-2' 15'-8" 15'-3" 14'-10" 14'-6" 2x9x0.072x0.224 18'-5" 1T-9" 1T-2" 16'-8" 16'-3' 15'-9" 2x9x0.082x0.310 20'-0" 19'-4" 18'-8" 18'-2" 17'-8" 17'-3" 2x10x0.092x0,369 22'-11" 22'-2" 21'-5" 20'-10" 20'-3" 19'-9" SOLID ROOF SPA N =12' - 0" : EXP B : UP T0150 M.P.H. SELF-MATING BEAM 2x6x0.050x0,120 10'-4" 9'-11" 9'-6" 9'-2" 8'-10" 8'-7" 2x7x0.055x0.120 11'-8' 11'-2' 10'-9" 10'-4" 10'-0" 9'-8" 2x8x0.072x0:224 15'-8" 15'-3" 14'-10" 14'-6" 14'-1" 13'-7" 2x9x0.072x0.224 1T-2" 16'-8" 16'-3" 15'-9" 15'-2" 14'-9" 2x9x0.082x0.310 18'-8" 18'-2" 17'-8" 17'-3" 16'-10" 16'-6" 2x10x0.092x0.369 21'-5" 20'-10" 20'-3" 19'-9" 19'-4" 18'-11" SOLID ROOF SPA N =16' - 0" : EXP B : UP T0150 M.P.H. SELF-MATING BEAM 2x6x0.050x0.120 9'-6" 9'-2" 8'-10" 8'-7" 8'-4" 8'-1' 2x7x0.055x0.120 10'-9" 10'-4" 10'-0" 9'-8" 9'-4" 9'-1" 2x8x0.072x0.224 14'-10" 14'-6" 14'-1" 13'-7" 13'-2" 12'-10" 2x9x0.072x0.224 16'-3" 15'-9" 15'-2" 14'-9" 14'-3" 13'-10" 2x9x0.082x0.310 1T-8" 1T-3" 16'-10" 18'-6" 16'-2" 15'-9" 2x10x0.092x0.369 20'-3" 19'-9" 19'-4" 18'-11" 18'-6" 18'-2" NOTE: ALUMINUM BEAM ALLOY SHALL BE 6063-T6 WITH YtNIMUM BENDING STRENGTH OF 15,000 PSI. PATIO/POOL SCREEN ENCLOSURES ~ DRAWING 5 OF 5 REVISIONS W I DRAWING EFFECTIVE 1 JANUARY 2005 I n ~~ 1 ~~~ ONLY FOR THE ~~~AN rjc ~~~ + ~~ °~` '~~ ~- ~_ v = FLOR10~ (lF ~ ~, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00028085 Date 6/01/04 Property Address 2218 BAREFOOT TRAC Tenant nbr, name 13,265 GALLON POOL Application description POOL Property Zoning TO BE UPDATED Application valuation 27000 Owner Contractor ------------------------ ------------------------ ROHRBAUGH, MICHAEL SURFSIDE POOLS 2218 BAREFOOT TRACE 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Sub Contractor DAVID PRUETTES ELECTRICAL SVC. Permit Fee 75.00 Plan Check Fee .00 Issue Date Valuation 0 ---------------------------------------------------------------------------- Special Notes and Comments POOL WIRING 150AMP, 1PH, 3W, 240VOLT 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 ~ ~ ~ BUILDING OFFICIAL rS~`' J ti ~.x. ~R ~= ~~ CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: J~~~~~ Property Address: ~o~ ~ g Owner Contractor:~,Vi t~ l`t~BP Contractor Address: ~ j .~ ~~~'f' ~~Ge ~f S ~CE'~ ~~ 1`~'- ~ ~~ • ti Telephone #• ~~ Dc~Og Telephone #: c~~ c~ ~ ~a'~ Faz #• ~o~ 8~ ~ ~ In consideration of permit given for doi the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of ood ractice listed therein. Building: ^ view Old ^ Re-wire Bui~'ng Type: D Trailer ~ Residence ^ Temp. ^ Commercial ^ Signs ^ Addition Sq. Ft. Service; ^ New ^ Increase ^ Re air tf other construction is ~~B aone on this building ~ site, tilt tfie building Permit numtur: nc~.~~~ag ~$'S Conductor Size: AMPS: COPPER AL Switch or Breaker AMPS PH W VOLT RACE WAY Existing Service Size . AMPS PH W ~r VOLT cam' T U RACE WAY Feeders: NO, SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED - OPEN Switches Incandescent Fluorescent ~ M.V. Fixed o.loa aMrs oVt;R BELL A liances TRANSFER. Air Conditionin H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW-HEAT Motors 0-I H.P. VOLTAGE PH NO. OVER i H.P. PHS ER6ooV VER6 V Traacformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous QQ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 1'hofle: (904) 247-58U0. Faa: (9©4) 247-5845 • http://www,ci.attantic-beach.fl.as CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00028334 Date 5/26/04 Property Address 2218 BAREFOOT TRAC Tenant nbr, name RE-ROOF Application description ROOF Property Zoning TO BE UPDATED Application valuation 12000 Owner Contractor ------------------------ ------------------------ ROHRBAUGH, MICHEAL MONAHAN ROOFING 2050 KING CR S ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 242-8246 ---------------------------------------------------------------------------- Permit ROOF PERMIT Additional desc . Permit Fee 135.00 Plan Check Fee .00 Issue Date Valuation 12000 Fee summary Charged ----------------- ---------- Permit Fee Total 135.00 Plan Check Total .00 Grand Total 135.00 Paid Credited Due ---------- ---------- ---------- 135.00 .00 .00 .00 .00 .00 135.00 .00 .00 PERMIT' IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~rw ~ • BUILDING OFFICIAL ~. ~ - ~..C7 Cc: ~s~=L',r1~ CITY OF ATLANTIC BEACH J' - .~ BUILDING /ZONING DEPARTMENT ~. Higgins w~,. 4 ,:: s~i S. oerr -' ' ~°?, • 1 800 Seminole Road ;~ ... ,• Atlantic Beach, Florida 32233 (904)247-5800 ~~~Fi ~~ (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # ~~- ~2 ~vc3~{ r7 Property Address:. ~2~-/ ~" "~CZ.r'eJ=~~--I <r-zc.c_ ~ Applicant: TYIa~~ (-~ n l~.~+o~c .-~ c Project: rE - Tp~Y~ This ermit application has been: Approved ~ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: ~" Date: ~~~~~( CITY OF ATLA,''tTIC BEACH PERMIT ..CALCUL~iTION SHEET Address ~~' 4 ~~tZsL C~-c~ i ~Cz... - Date ~~Zf=' ~Q ~-I Heated Square Fcotage @ $ per sq . ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ Per sq ft = $ Pat10 ~ @ $ per sq ft = ~ TOTAL VALUATION: $ t ~~ c~3pU °~ S $ `3S Total Valuation 1st $ ~oat,,r~ t C s ~~~ $ ~~'_ Remaining Value $~.~'='per thousand or portion thereof TOTAL BUILDING FEE $ + 1j2 Filing Fee $ Lf ( ) Fireplaces @ 515:00 $ .. BUILDING PERMIT FEE $ 13 5. WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) S HYDRAULIC SHARES $ CROSS CONNECTION $ SURCHARGE .005.0 ( ) $ - , 'OTHER $ ~ ~ GRAND TOTAL DgE $ ~` 3~` ADDITIONAL PERMITS 0'R FEES:I~echanical ; ...Plumbing Electric/New Elect ric/Temp ;SwimmingPool Septic Tank ; WeII Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: ~ A ~,~: 'S:~ 1~~ J 'Sd / `` ' ~ ~ CITY OF ATLANTIC BEACH :~ s , ROOFING PERMIT APPLICATION ~~ J;3 Date: ~ _._p `7 Job Address: mr, /Y),'!c t/ R.C,hr bGC,r c h Owner of Property: 2Z l 8 R ~ « {ruca f` i +-~~. -~._ Address: ,~ Z r ~ (~ ~, ~~~ ~ ~-- Telephone: ~ ~-1°i ~ G Z ~~ Contractor: loo n ~ i~~ r~G ~ ~ ~'~• c State License Number: ~j ~ ~ 3 ~ ~ Contractor's Address: 2 c,.~'v /~, ,~ ~ ~,.. ~ ~ , r-ti Telephone: ~ ~ z _ R 2 ~r-~- Fax: ~ ;~ z .~ g Y (r Scope of Work: I? ero ,~ ~ ~s~,` ~, < < t Deck Slope: i d ~ i ~ Greater than 2:12 Less than 2:12 Valuation of work: _~_~ ~ ~_ ~ ~' Product Name (Example: Timberline): ~;-(~ F - -j-,~,,,, ~ ~ ~ ~::~ .~. Manufacturer (Example: GAF): G 1''rF= ASTM Designation(s): Q - _~ 1 ~ l Required Inspections Signature of Owner: Signature of Contrac~ AS TO OWNER: ~l -~ c:r =1-- z~ ~.- G ~ Sworn to and subscribed before me this ZC,. day of !-~~,~,' / 20-q y , State of Florida, County of Duval ~~ Notary's Signature: DAVID PEACOCK Notary Public, State of Florida ^ rsonally known My Comm. eXp. Aug. 18, 2006 Produced identification Comm. f~t7< E)D 143129 Type of identification produced (~. L AS TO CONTRACTOR: Sworn to and subscribed before me this Z 4 day of ~ ~p .-.-~ ( 20~. /f , State of Florida, County of Duval ,, ~{/ Notary's Signature: / ~fi DAVID P!_ACOCK ^ Personally known Notary Public, State of Florida My Comm. BXp. Aug. 18, 2006 [.}~1'roduced identification Comm. No. 13~ 143129 Type of identification produced !~ L 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 2/21/03 Hiook 11814 F}age 2166 r 5 TMii~l: ~tET'Ui2~ ir~ca~~# a~~~~~~ Permit No. State of NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) To whom it may concern: Tax Folio No. County of The undersigned 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. ~ Legal description of property being improved: ~ ~~~.' Oo /YG?'G ~ ~ G ~ L-. Address of property being improved: General description of improvements: Fee Simple Titleholder (if other than owner) Name Address yV~L ~`° Gt r ~ /,) y Contractor tY'lC;rr~~ ti- ~~ ~ R'~ ''Z c - - - Address ~Q ~0 1~nc CR. SGwth - Phone No. 2.~-t'L P 8 2 ~ ~ Fax No. 2 y Z - ~ ~ ~t S- Surety (if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person malting 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 documents may be served: Name Address Phone No. In addition to himself, owner ~' Section 713.06 (2) (b), F' Name Addr~ Owner's interest in site of the improvement CITY OF ATLANTIC BEACH $00 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 03-00025538 Date 2/20/03 Property Address 2218 BAREFOOT TRAC Tenant nbr, name RE-SIDE Application description SIDING Property Zoning TO BE UPDATED Application valuation 41000 Owner Contractor ROHRBAUGH, MIKE RICE BROTHERS CONSTRUCTION,INC 2218 BAREFOOT TRACE 12 PONTE VEDRA CIRCLE ATLANTIC BEACH FL 32233 PONTE VEDRA FL 32082 (904) 249-0208 (904) 280-0204 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 235.00 Plan Check Fee 117.50 Issue Date Valuation 41000 Fee summary Charged Permit Fee Total 235.00 Plan Check Total 117.50 Grand Total 352.50 Paid Credited Due 235.00 .00 .00 117.50 .00 .00 352:50 .00 .00 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 CONSTRUCTION LIEN LAW CAN ~SULT IN THE PROPERTY Ovti~ PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS H ARE PAR'~:~F THI R ,grlD SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I ~~...., ~. ° '~',. BUILDING OFFICIAL _~, ~ __ .. „_ , ~ ~ ~ .. ~' CITY OF ATLANTIC $EAC~~.. ~, ~ ~~~~; y``'' ~ ATII SIDING PERMIT APPL~C t ~~03 ' ;'~ ~ .Date 4 .._.___~.__._.__.._.__..._~... _ Job Address: ~ 1 ~ %~~~1'Oo ~ ?~ C G -'~ __ Owner of Property: /y1(~E~~ I"~l1 b~u.~ N Address: oZo2/d' l~9fR~f~oi ~~' /ti ~ i3c 4f Telephone: /~{ <( U! 0 Z CJ'b~ Legal Description: Block Number: Lot Number: Zoning District: Siding Contractor: /~lCE ~pTif~iCJ o0^'~'7~'~TLO'J !"~ CRC, 035 $d d' Contractor's Address: l2 ~1~~! iee; c_l'b~}/L~t Gl2- ~GN7`E l1~ ~~-- ~2D'~'2. Telephone: pFi= o2d'0 O ZO Y CMG S C IO.~G Z Fax: ~d G Zd~ Describe proposed use and work to be done: ~Erto v~ ~ X tST I•~G` cii'A s I -~c../c1 G&t/-~ /N rlYl-LG Nub !~/ ~4nJ,L Li9-P 1;~Dlw4 Present use of land or building(s): ~S ,, // Valuation of proposed construction: 7~ ~~ ~ Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. Step 1. Attach detailed information on product to be used. Step 2. Attach details concerning attachment of product, i.e., fasteners, etc. I hereby certify that all informat~io/n Signature of Owner: \~-~/' / I hereby certify that I have read ordinances governing this type of ~ application is ~-~3 and kn wowo the same to be true and correct. All provisions of the laws and will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required Signature of Contractor~,iii~ ~~-- /I~.~l~._ T^ ~~ Date: ~ f~/U3 R48ERT TODD VANNOY no-r~ar CC)MMi5510N # CC9099S,7 °1J~ EXPMtES FEB ) 3 2004 ar~rE os IONpEp 7HROUC,M R~oa+a~ ADMPRAC,E NOTARY -- ~~~i„~~~, ~~,.,. / 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/17/03 Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: ~(a(~ ~ ~(/1~,t'1 Telephone: ~ q Q 'L Q Fax: ~~ AS TO OWNER: Sworn to and subscribed before me this ~ ~ ~ day of ~-Z , 20 d ~ State of Florida, County of Duval Sworn to and subscribed before me this ' ~;J'.y-,, JENNIFER SOHLUE7EFi '~ ' ~: MY COMMISSION # QA 121301 •, ~~ '• d~~• ggided Thru Notary public U2nd®m'ANn '~sE;~••r AS TO CONTRACTOR: State of Florida, County of Duval QL ,~ ~ Notary's Signature: • ~--~JU1~C/~"~l-' v ^ Personally known 'Produced identification Type of identification produced F~ ~ L day of Notary's Signature: 20 ~~ 'ST~~ ^ Personally known ^ Produced identification Type ofidentification-produced Page 2 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/17/03 CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5800 FAX: (904) 247-5805 SUNCOM: 852-5800 http://ci. atlantic-beach.fl.us PLAN ~PVIIIW ~~MM]ENTS Permit Application # ~`°~ `<~ ~~~~' applicant: ~ (~ ~ ~ ~ °`~'~ ~.~!.~ (/ _ ~G Address: .~~ l ~S' 1 ~'~'~-~~G~t ~%/' ~ C~ Project: ~~' ~~ ~~ S /~~C' Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by ` ~ ~~.~ Z ~ ""'"+`-" Signed Date ~ ' ~ ~ ' ~ Contractor Notified Date y,+//~/~i/~L7 y~M/~ sN• RETU/~~RN T~ /MI\~ ~' ~i ~rV 3~~ State of County of To Whom dt May Concern: Book 1Q98Y Pa,g~ ~'gS NOTICE OF COMMENCEMENT Tax Folio No. The undersigned hereby informs you that improvements will be made to certain real o erl with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF In F Y. and in accordance Legal description of property being improved: y~ 3 O COr'A'IENCEMENT. y -~ -~~ ,~~__ ,. Address of property being improved:~~ ~~~,,--; - ~ !~-~ 'r+~b - General description of improvements: ____ Owner: ~ ,'~+ _,., e Owner's interest in site of the improvement: ~ ' 'u ~ ~ t''~- ~ ~ Fce Simple Titleholder (if other than owner}:_ d ~1 ~ Name: ` ~ --- Address; ~Contractor:_ Rc~ ~T_1rdc~« ~l~'7Gr~ c rrJ,~ .roc _ _ -- ?~ Address: !~ r'b~1ri: tsfll~t~t____s:l./~-~~~ u~'~ ~`°'- ~'Z,o 8Z.___ Phone No• Z,~ _ Dl.e ~ _______. Fax No:_ 2~o d zdy Surety (if aay}: Address: amount of Bond $ Phone 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 documents may be served: Name: - Address: Phone No: __ Fax No: ,_.,. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2xb), Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Exp'vation date of Notice of Commencement (the expiration date is one (I) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY 93 09a00s55 IMI Signtd: U .Date: ~ ~ ~~ 0 Before me this day of 1~ t' • ~!?"~iia the County of D val, State Qf F1orsda, has er na~lly, peared - No Public at arge, State of Florida, Count; of Duval. My commission expires: ~,12~ c~ Imo., Personally Known: _ ~ Produced Identification: ~l.-~L ~o.li-~-~$3"C~ x 4~UitT `!~ JEAN~N~R 3CFIUlETt:1~ ;rg MY COMtufISSION fi DD f2R30f 4: 5,00 ~ aiondEia rnnSi Eirw,MaP~lic urd~n~~ws T lY~ ~ N 0 Un+t 2 -lot 40 Mr, and Mrs. Michael G. Rohrbaugh 2218 8arefaot Trnce Atlantic Beach, Florida 32233 Dear Mr. and Mrs. Rohrbaugh: Your request to replace your existing masonite siding with Hc~rdiplnnk Lnp Siding as per your letter of 4 February 2003 has been APPROVED as submil~ted. Please let us know at 249-3044 when you have completed all work so that we can schedule an inspection to assure compliance with your submitted proposal, as outlined in Article III, sub-section 8.5 of the Covenants and Restrictions. Thank you for your compliance with the Covenants and Restricaions, the intent of which is to ensure a standard of consistency and value for our neighborhood. With kind regards, ddicz,~~utz- ~~ U~ 5~ r Suzanne Shaughnessy for thz Members of the Architectural Review Committee cc; file, Unit 2 -Lot 40 Oceunwatk Association, Inc. P.O. Box 3.x1188, AtPantic Beach, FL 32233-1188 6 February 2003 James Hardie Building Products - 1-888-JHARDIE -HARDIPLANK LAP SIDING INSTALLATION Page 1 of 6 James Hardie: North America: Building Products: Product Information: Installation instructions: Hardiplank Installation (HTML) ~~~iIa~~ %iT BUIIPa?r r,F4CEACH. INSTALLATION INSTRUCTIUNS FUR HARDIPLANK® LAP SIDING ~ F~~ ~`~ ~~~~ June 2001 ~~ Installation Instructions also available in PDF format RUSTIC CEDARO -SELECT CEDARMILL©-SMOOTH -COLONIAL SMOOTH®-COLONIAL ROUGHSAWN®-BEADED CEDARMILL -BEADED SMOOTH -STRAIGHT-EDGE SHINGLE - PLANK IMPORTANT: FAILURE TO INSTALL AND FINISH HARDIPLANKD IN ACCORDANCE WITH APPLICABLE BUILDING CODE COMPLIANCE REPORTS AND JAMES HARDIE'S WRITTEN APPLICATION INSTRUCTIONS, MAY AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES REQUIREMENTS, AND VOID THE PRODUCT ONLY WARRANTY. HANDLING & CUTTING OPTIONS: STORAGE: ~ti`' -~ ~~" r"~rasl8r haw ueiie Ci~u>$ar sa~u'~ 15r m~li~ Pneumatic Car#s;d~ stern ~d Store flat and keep dry dus#col-er~r r~n~arti»de-~FUta Eu~dsltaar sneer ~naPkn?fe prior to installation. Installing siding wet or • JH recommends Makita® #5044KB 4" or #5057KB 7-1/4" saw with saturated may result in dust collection. Call 800-4MAKITA. shrinkage at butt joints. . HitachiO HARDIBLADEr"' w/4 PCD Diamond Teeth. Call Hitachi® Carry planks on edge. at 800-546-1666 for nearest dealer. • SNAPPER SHEART"^ electric, pneumatic, or hand shear. Call 800- 297-7487 for tool information. Always wear safety glasses and dust protection when operating power tools. For more information on avoiding inhalation refer to the MATERIAL SAFETY DATA SHEET. FRAMING REQUIREMENTS: Hardiplank lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. Hardiplank lap siding can also be installed over foam insulation up to 1" thick.t Irregularities in framing, sheathing, and/or foam insulation can mirror through the finished application. A weather- ~Q~~e ~ ewe wait ~ Yr~ co~.~ ca~sa„ r;~~ t 16' ~r 2sC" 4eta ff!!{ ~ Gn a~:~r I Bind r+ia~l~ Hardiplank swd f' Fnvm tA'1}ert85~srvE ~~rti ~+~° f ~ ~~ http://www.jameshardie.com/hardiplankinstallation.htm 2/18/2003 James Hardie Building Products - 1-888-JHARDIE - HARDIPLANK LAP SIDING INSTALLATION resistive barrier is required *. Install Hardiplank siding with joints butted in moderate contact. Optionally, install the lap siding with a maximum 1/8" gap and caulk the joint "* (see detail at right). The first course of any wall should be installed over a 1/4" lath strip to ensure a consistent plank angle (see figure 1). tFor application over foam insulation, the length of the specified fastener shall be increased by the thickness of the foam insulation. Use aweather-resistive barrier in accordance with: BOCA National Building Cade Section 1403.3; SBCCI Standard Building Code Section 2303.3; ICBO Uniform Building Code Section 1402.1; or CABO One-and-Two Family Dwelling Code Section 703.2.1. NOTE: Some Building Codes exempt the use of weather-resistive barriers over `water-repellent panel sheathing" or exterior panels classified as "weather-resistive barriers". James Hardie recommends the use of "building paper type" weather-resistive barriers with all siding products. James Hardie will assume no responsibility for water infiltration within the wall. WARNING: AVOID BREATHING SILICA DUST Product contains Silica. Inhalation of respirable silica dust can cause silicosis a potentially disabling lung disease, and is known to the State of California to cause lung cancer. When drilling, cutting, or abrading product during installation or handling. (1) Work outdoors where feasible, otherwise use mechanical ventilation, (2) Wear a dust mask or, if dust may exceed PEL, use NIOSH approved respirator, (3) Warn others in area. For further information, refer to material safety data sheet or consult employer. FAILURE TO ADHERE TO WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY. GRADE CLEARANCE figure 2 Install Hardiplank®siding in compliance with local Building Code requirements for clearance between the bottom edge of panel/framing and the adjacent finished grade. ~- sfiud lMLs~t~Ef~F.'StSt1Ve . ~,I, e ~ tnundat~n ~ i i trd` thick ~~ ,~~:. HardipL , strip lap ~di ROOF CLEARANCE figure 3 CONCRETE CONSTRUCTION figure 4 At the juncture of the roof and vertical surfaces, flashing and counterFlashing shall be provided per the roofing manufacturer's instructions. Provide a 1" - 2" clearance between the roofing and bottom edge of siding or as recommended by the roofing manufacturer. _1w-~. Hardiplank siding can be installed directly to masonry block. Hardiplank siding can also be installed to concrete construction, when the wall is furred out with wood framing or minimum No. 20 gauge steel framing anchored to the wall. Framing can be spaced up to 24" OC. Consult National Evaluation Service report NER-405 for recongized applications to masonry block and wood or metal framing. Aweather-resistive barrier* is recommended between the framing and the siding. htjr• '~ ~,.. ' ressst~e ~ ~~ barrier ~ n FACE NAIL: figure 5 Corrosion Resistant Nails (galvanized or stainless steel) • 6d (0.118" shank x 0.267" HD x 2" long) BLIND NAIL: figure 6 Corrosion Resistant Nails (galvanized or stainless steel) • Siding nail (0.089" shank x 0.221" HD x 2" long)"* Page 2 of 6 http://www.jameshardie.com/hardiplankinstallation.htm 2/18/2003 James Hardie Building Products - 1-888-JHARDIE - HARDIPLANK LAP SIDING INSTALLATION • Siding nail (0.089" shank x 0.221" HD x 2" long)** • Siding nail (0.091" shank x 0.221" HD x 1 1/2" long)$ • ET 8 F pin (0.100" shank x 0.25" HD x 1 1/2" long)** Corrosion Resistant Screws • Ribbed Bugle-head or equivalent (No. 8- 18 x 0.323" HD x 1 5/8" long) Screws must penetrate 1/4" or 3 threads into metal framing. • 11 ga. roofing nail (0.121" shank x 0.371" HDx11/4"L) . ET 8~ F Panelfast7"" (0.100" shank x 0.25" HD x 1 1/2" long)** Corrosion Resistant Screws • Ribbed Bugle-head or equivalent (No. 8- 18 x 0.375" HD x 1 1/4" long) Screws must penetrate 1/4" or 3 threads into metal framing. $ For face nail application of 9 1/2" wide or less siding to OSB, fasteners are spaced a maximum of 12" o.c. "The use of a siding nail or roofing nail may not be applicable to all installations where greater windtoads or higher exposure categories of wind resistance is required by the Local Building Cade. Consult the applicable Building Code Compliance Report. nquro I 1 I 1'i t i .~~r'- o,c, ~..w---•~"".. ~ 1 1'4" miff. fire t y ^~ ~ ~'~~~~ .. ~' Y`•. ~ 5~:~7,rn :aan, acaK~rre~ 16 ~~,t ~~~.~,~,~ ~~~~, ~ 1 ~~a~ ma4~rsrvm 9aF PNEUMATIC FASTENING: Hardiplank siding can be hand nailed or fastened with the use of a pneumatic tool. Set your air pressure sr~ so that the fastener is driven snug with the siding surtace. RECOMMENDED: Use a flush mount attachment on pneumatic tool. This will help control the depth that the nail is driven. This will be especially helpful when more than one pneumatic tool is driven off the same compressor. NAtL TYPE; figure 8 shad Ifs c~ c wrat~er.rmi~e ~ max. CaftlLt ~ _,,.;~,,, I ed P1lj n ~r•~ ~ ~~~ I I bt~rsimum awed! ~ "`"'~ ~"' ' for 8a~ F , i~ a~ ~il~n~ hldili~ ~"~'~ ice. ~. '~;~~. i... ~rVC~tt~~1 ~~ ` ~~~~{;.. ~R#g7~ t~a~43p t4~aiSr~flt7VT417~ 1~ ~` ~~ FASTENING REQUIREMENTS: • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). (Fig. A & B) • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hole and add a nail. (Fig. C) Snug Flush Cigars A fgune 6 Cour~tersunk6 Caulk $ add nail. fi airs C do nit undue g driae nas`Is Fasteners must be corrosion resistant, galvanized or stainless steel. Electro-galvanized nails are acceptable for use with James Hardie Siding Products, but may exhibit premature corrosion. James Page 3 of 6 http://www.jameshardie.com/hardiplankinstallation.htrn 2/18/2003 James Hardie Building Products - I-888-JHARDIE - HARDIPLANK LAP SIDING INSTALLATION Hardie recommends the use of quality, hot-dipped galvanized nails. (James Hardie is not responsible for the corrosion resistance of fasteners.) For EZ LINET'" Installation The EZ Line assists in a 1-1/4" overlap alignment, and with placing the nail at the required placement. EASY 1-2-3 INSTALLATION 1. Install 1/4" lath strip to ensure consistent plank angle. 2. Fasten Hardiplank siding with EZ Line over 1/4" lath strip. 3. Overlap second piece of Hardiplank siding with EZ Line 1-1/4", utilizing EZ Line alignment aid. d .- ,.~- FASTENING AND SPACING HARDIPLANK FACE NAIL: Nail 3/4" - 1" up from bottom of plank Fasten 16" o.c. Moderate contact or maximum 1/8" gap and caulk the joint -- i ~_"T i ,~ i, o.s, ~ ~~3"@ n.~~--..~ F ... SIDING WITH EZ LINE BLIND NAIL: (All Lap Products) Nail 1"down from top of plank Do not use JH logo for nailing guide Fasten 16" - 24" o.c. Moderate contact or maximum 1/8" gap and caulk the joint 16" e]t: ~.c. - ~, 1 1;~"mica. _- ~ ! Gv~3p _„ ~~-^'~r~ - ~ . ~._---- -- wsalh4- xtaSi~Ci~+R - ba,:i~r " sp~oe ~ ~~~ to ja~t tr~Unent wiCt a t r8' ma~mm~ PBP ~~ -- - E ~, 'I' i ~~ z ,.-t I~'_-= ,I e ~,~- ~ . i 1.14^' a Q ~i~s alignm~t ~tl'. ~ ~a•, v ~z ~i~e ~ii~f mgt sie ~_, ~~, ~, 1 1 4" a~li~i. y fl~~"tap li' 1 '-.~ ~° ~'~ ~~~i F~ l vefi~th~°tt1sMR I~mBr sag ~~iank ~cnr~ng W jnirt t~e;ai!r~t with z ?;'9" et~xaanl~n p~R For Straight-Edge Shingle Plank©Installation SPACING STRAIGHT EDGE SHINGLE PLANK cU bam~r 3 °~, ~. ~ ~~~1 Page 4 of 6 http://www.jameshardie.com/hardiplankinstallation.htm 2/18/2003 James Hardie Building Products - 1-888-JHARDIE - HARDIPLANK LAP SIDING INSTALLATION Page 5 of 6 H Improper Handling 1. Install 1/4" lath strip to ensure consistent plank angle. 2. Begin first course at end of far left wall and nail to stud. 3. Second course begins at the next stud (16" or 24") to the right 4. Third course begins by moving to the next right. stud (16" or 24") from second course. 5. Fourth course begins by moving to the next right stud (16" or 24") from third course. 6. Fifth course moves back to first stud (#2) and the sequence continues. COVERAGE CHART/ESTIMATING GUIDE 1. Figures shown are in pieces -all 12' long 2. 5% cutting and fitting waste factor included 2. Computations based on minimum overlap of 1-1/4" 4. Actual usage subject to variables such as building design and installers CflVRAGE AREA LESS +L7PEINGS e7LrUr~) 5-tt4' I~4")' 1~ARt'~1F~l.Al~t!'t'~ SlL31R1G `vdiDT 6-114" 7114" 7-"I':,i~" 8" 8-114' { 5"~ X23"p ~$-114` (fi-314"~ (7"}: 9-tk4" ($"} A-112" 12" 28-114"~ i+i1''C}-314'~ 1 t40 st 1 5C 22i 21 18 17 16 15 13 13 10 sf ~ SL] S3 42 ~~ 34 31' 30 25 25 20 300 s# 3 SQ 79 63 53 50 47 45 39 38 400 of 4 SQ 105 84 70 67 232 60 :~ 51 50p 5 $Ca 131 106 88 8~4 78 75 ~ S4 400 st ~ St1 158 1'28 105 101 93 90 79 76 700 sf 7 SQ 184 147 123 118 109' 1 OB 92 89 68 SOO sf S St1! 210 1BB 140 134 124 120 05 102 78 90{~ &f 9 SCI 236 189 188 151. 140 136 118: 115 88 1IX1o 51 1 O S41 2f~ 21 {4 175 16B 156 150 131 127 98 1100 st 11 SQ 288 231 193 186 171 1C5 144 140 107 1200 ~ t 2 SGt 315 2.52 21 ~} 2t12 187 1240 1 ~ 153 417 13UO s3 13 SCt 341 27'3 228 218 202 195 1T1 166 127 1400 ~ 14 S+Q 3623 294 245 235 2123 210 184 17'8 137 150tJ ~ 16 SCI 394 315 263.. 262 233 226 197 191 147 12300- sf 16 SQ 420 335 280 269 249 240 2 i 0 204 1523 1 TUO sf 17 SQ 446 357 298 28C 264 256 223 21'6 166 1800 51 18 SQ 473 9'~8 915 302 280 270 2316 229 176 1900 ri 19 Sq 499 3~ 333 319 296 285 249 242 18fx 20U0 st 20 SCI 525 4213 350 33fi 3'11 300 259 255 195 2100' 21 SQ 551 441' 368 353 327 315 276 267 2D6 220!0' ~" 22 SC1 5723 + 985 3723 342 331) 289 2 215 23QO' s# ?$ Sf} 6Q4 483 403 23fi 358 345 302 293 225 24005! 24 SCI 2330 504 420 403 373 32 315 305 294.. 2x00 st 25 S~ S52~i 5;25 438- 420 388 375 3223 3118 2+44 22300 st 26 SCI 683 546 455 437 404 313 341 991 254 27Di1 s# 27 Sfl 7Q'}9 567` 473 454 42t7 4i}5 364 344 264 2$00 ~ 28 SCE 735 588 49iJ 470 436 42.0 368- 35+6 273 29411 sI 29 SCl 761 G4}9 508 487 461 435 381 369 223 3400 ~ 34 SQ 7823- 6 525 504 467 460 9914 382 293 FINISHING SIDING: Caulking: Painting: http://www.jameshardie.com/hardiplankinstallation.htm 2/18/2003 James Hardie Building Products - 1-888-JHARDIE - HARDIPLANK LAP SIDING INSTALLATION Page 6 of 6 Patching: Dents, chips and cracks can be filled with a cementitious patching compound. ssau~t° A high quality, paintable caulk is recommended. For best results use caulks that comply with either ASTM C 834 or ASTM C 920. Caulking should be applied in accordance with caulking manufacturers written instructions. (Leave 1/8" gap at trim for caulk. Caulking at butt joints is optional.) James Hardie products must be painted. For best results install Hardiplank siding with our exclusive Prime PIusTM factory priming system and a 100% acrylic topcoat(s)'. If our Prime PIusTM factory priming is not being used, Hardie recommends the application of an alkali-resistent ~:;~r~ primer along with 100% acrylic ~°"~ topcoat(s). (For paint manufacturer's paint specifications, refer to JH Technical Bulletin No. S-100.) 'Note: Please refer to paint manufacturer's specifications for application rates. APPROVALS: HARDIPLANK lap siding is recognized as an exterior wall cladding in National Evaluation Report No. NER405: City of Los Angeles, Research Report No. 24862; Dade County, Florida, Acceptance No. 99-0223.07, US Dept. of HUD Materials Release 1263a, California DSA PS-019 and City of New York MEA 223-93-M. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. Return to.. Hardpla.n. k _Return to the Home Page James Hardie Building Products Inc. Copyright ©1997-2002. All Rights Reserved. E-mail: info@JamesHardie.com Hardie, Hardy, Hardiplank, Hardiboard, siding, backerboard, fiber cement, building products, siding, fiber cement, building products, siding, siding, file underlayment, ceramic tile, Hardie, Hardy, Hardiplank, Hardiboard, siding, backerboard, fiber cement, building products, siding, fiber cement, building products, siding, siding, file underlayment, ceramic tile, backerboard, backerboard, backerboard http://www.jameshardie.com/hardiplankinstallation.htm 2/18/2003 CITY OF ATLANTIC BEACH BUILDING AND ZONING 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 904-247-5826 Application Number 02-00024760 Date 9/09/02 Property Address 2218 BAREFOOT TRAC Application description ~..D~#P4B~.~TG ONLY Property Zoning ,,~~:"~ T~ BED U~~A'I~D Application valu t"on ~ ~ ~_ ~~ ,,~" Q ;"'~ _ •; .Owner ~,:3 ~~, ~~ ~~ w p~,~„~~~~~Cox.~trac~~or; ~ ~ ~~~ ~~ ---------- ~~------~~ ----~""'~ ,...,.~,-.~,----~ .~t~'--~------------ PERSELLIN~~~ S~QTT T`. ~` B '& ~... PLfIMB~NG `~. 2218 BAR~F00'~``~TRAC~ ~- , = ~ 13997 _ BEACH BOULE~UARD ATLANTLC BEACH ~,:~ -~ F~«32233 ~, ~ JACKSONVI7I,LE FL 32224 ~~~~ ~ ~ - (904) 223-3~8~~ ,a ~ ~~~ Permit ~~~ s =`~ ~ ~I,UMBT~IG PERMIT ~_ Additional clesc -R~~'LAC~~~SHOWER PAN s ~ ~` .. Permit ''Fee _ '~~ `"Z~..,00 Plan Check Fee .00 Issues Dates : °~ . ~ Valuation ~ 0 Expiration'~33tE~ .,.-~ ~/~.~/~Q~ ~:_ ~. Fee siittmary Charged^y~ ~ Paid Credited ~ tftl Due :, -- ---- ~- ---- - ~`--~ ----- -- -~.- -.~ ---------- ~-f -_---- Perr~~"`Fee Total 25 : d0-- 25 .00 .OCL .00 Plan ~~he'Clf Total ~ ' . Ott .00 .00 ~ ;'--n ~ . 00 Gr~nc~ To~a~. 25.00 25.00 ~0 ~~` .00 °~ ~~ ~ ~ ~ y,~. ~. ; r .r i Y ~. ~ , ~~ ~., ~ ~ ~.: '~ ~ ~'~ ~ si ~`~~~. 'w. ~ """~.w ewe _ ., ~T" i •w,.-: i a R M... y~tl'. t 4S et'Nt {; ~.. 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 WTI'H THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C. BUILDING OFFICI L ~Z- ~-~~ 1 Ce O t CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : ~ 2 ~~ oSA~C.+~' I~a~T 7'~2-~c-~ OWNER OF PROPERTY : rfD // ~L ~ A JC !-/~ PLUMBING CONTRACTOR C ~Lu~dt~cJ~ Cc~, CONTRACTOR'S ADDRESS: t39q STATE LICENSE NUMBER: azz TELEPHONE : ~~'3'~~ HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS ~ SHOWERS AVATORY BATH TUBS URINALS WATER HEATERS DISHWASHERS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER.sEtd.J~;,~ ~A~ IZ,E,A~ i4-G~'. TOTAL FIX~l~fJRES: x $3.50 + $15.00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 CITY OF ~ ~ ~ J 1 ~ ~~ ri~ /3~- ~dOZK«i Office of Building Official REQUEST FOR INSPECT~I~ON Date Perm t N~ ~~ ~O Time A.M. Received PM• Job Address b Locality Owner's 1'1 Ir K.J O~ r or ~ 1'~ ~ ~~~ ~i~~ ~/ Name V BUILDING CONCRETE ELECTR L PLUMBING MECHANICAL Framing ^ Footing ^ Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION M. Mon. Tues. Wed. Thurs. Friday _ . ~Z. A.M. Inspection Made C ~~ P.M. Inspector Final Inspection pq Certificate of Occupancy ^ Date ~' - CITY OF ATLANTIC BEACH BUILDING AND ZONING 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 904-247-5826 Application Number 02-00024820 Date 9/16/02 Property Address 2218 BAREFOOT TRAC Application description w,~,~~ECTRIC ONLY Property Zoning ~.~~"" : 0 B"'tTFII~TED Application valua t,~o~ri"~ ~ ~ ~ ~~ '` 0 "`'~-,~ y"°~ "°~ "°~~` ~Conrac~"or a. Owner ~'~~~ ~ ' ~"~ ROHRBAUGHr' I~KE ~~_ ~~ AD~AN~ED~WIRING ,SERVICES INC. 2218 BAREF0~3T,~~TRACR. ~` r ~'~:= P . 0 . .BOX ~~;0177 '~,, ATLANT IBC BEACH ~~~"~-x+ ~~'~ 3 2 2 3 3 ~ JACKEONV I LLE ~~ '`~~ FL 3 2 2 3 5 ~~ ~~ ~ ~, ~' ~. .~` ~ (904) -249_~'~60~~~~ `~-~~' ------------ Perm~'t :~~:~~' ~_,~ ~,r~ Fs~T~ECT&.~~, ~P~RMIT _~ ,~ ~`~ x Additional dew -~ ~J.I~ F.Q~""~NEW JACUZZI .TUB `~ '~ 2 ~~ ~. Perntit _Fee .,` ,~ 2`5. 00 Plan Check ~~~ .00 Issue Date - ~, Valuation 0 :- ~ - ~ ~ ~ z -- ; _, g ~~ -~-~-`Paid Credited Fee` summary ~'' `~ ~ C~a~g¢d ~ "'"~~ ~'" D~Ie -- --- -- y----~ ~`~--- ----- --- ----- ~ ~~.------ Per[~tit Fie Total ~ .r ~~ ~,25 .00 25. 00 ~ _ . 00~ ;.~, .00 Plan.,.,~~~~ck Total '`~ ~ .p.~p_._ ~ ~'~T"0 ~ . 0~ ~ ~` ~; . 00 Grand Total.: .~ 25.00 25..00 .OQ ~ .00 ~~ ~~~ ~_ =~ ^: ~. ~-,, ~~~~ ~~~ t. ~' :. K ~~.•A. .,. ,~:L'' ,~T .k~ wnM1~'~II * fi?~ & as .~ mow.. '^~n+«~° .eF .. n'*~~; „°., ~ 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVO ATION FOR VIOLATION OF APP ICABLE PROVISIONS OF LAW. b~... BUILDING OFFICIAL .~ CITY OF ATLANTIC BEACH, FLORIDA wvvar•aw APPLIGTION fOR ELFCTRICAI PERIMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TD PERFDRM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WiTH~THE ELECTRICAL REGULATIONS, CODES AND C1'TY OF ATLANTIC BEACH ORDINANCES. U Q vJ Cam. C~ LtJ i ~i rl~! S ~ V !~ C~zJJ I ,, ~ IN t ~i--- ELECTAICAL FiRM• rr__ /,,,.- MAST'EA ELECTRICIAN SIG~jNATURE ~+ JOURNEYMAN NAME~~~ 1 ~ ~ ~ YlP (~~_ADDRESS: ~O~ ~ ~ UQ-t ~, l~f~~°{ ~~~L~D BOX BLDG. sIZE sETWE~an: d C-2~z~rl ~-L It tJ r' ~ ~C.~c~'1 (ire 57~~r RES. ((~ APT. ( ) COMM. ( 1 PUBLIC ( 1 INDUS. ( ) NEW ( 1 OLD (,ilk REW. ADDITION ( i TRAFLEiI t 1 TEMP.{ 1 SIGNS ( 1 -SO. FT• SERVICE: NEW ( 1 INCREASE ( ) REPAIR l 1 e~~oe MOTOR 1 1 AI 11~/ ( 1 AMP S SfMI'TCN OR BREAKER PH W V OLT RACEWAY ~-7 _ EXIST. SERV. SIZE r~ ~'"~ ~ PH ~ W (f~~ ~ ~ ~ `"~vlT SCy..~-~- RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMA. 9 i • t00 AMPJ. SWITCHES INCANDESCENT FLUORESCENT b M. V. RUCEb o.too wrr s. ovtrn wprunNCSS BELL TRANSF- A1R CONDITIONING H.P. RATING COMP. MOTOR HJ'. RATING ' OTHER MOTORS AMPS IL HEAT: KW-HEAT MOTORS a~ H.P. VOLTAGE PHS NO. ovtat I ~- VOLTAGE PHS MiSCELLANEQUS .J lfs '. 2, e.a zZ~ ~c TRANSFORMERS: UNDER 600 V, OVER 600 V, NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN - FORWARDED t S TOTAL FEES ~ S t ~ ~ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number Property Address Tenant nbr, name Application description . Property Zoning . Application valuation . 04-00028085 Date 2218 BAREFOOT TRAC 13,265 GALLON POOL POOL TO BE UPDATED 27000 4f14f04 Owner Contractor ------------------------ ------------------------ ROHRBAUGH, MICHAEL SURFSIDE POOLS 2218 BAREFOOT TRACE 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 165.00 Plan Check Fee 82.50 Issue Date Valuation 27000 Fee summary Charged Permit Fee Total 165.00 Plan Check Total 82.50 Grand Total 247.50 Paid Credited Due ---------- ---------- ---------- 165.00 .00 .00 82.50 .00 .00 247.50- .00 .00 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 COI~iTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. r BUILDING OFFICIAL - ~ ~,. "f~/ CITY OF ATLANTIC BEACH ~o~ ~ ~j r~J~~ J'~~~ ~~ ~ ~ ~ BUILDING /ZONING DEPARTMENT ins ~' s 1 800 Seminole Road ~~ r J ~ ,„ ;r Atlantic Beach, Florida 32233 (904)247-5800 ~~J,31~` (904) 247-5845 Fax PLAN REVIEW COMMENTS Permit Application. # G"f - 1. ~''~ ~~ Property Address: ~~ 1 ~' ~ ~~~~ r~~~,.~~-~ l ~~:c Applicant: ~ Z:l_r ~~-; ~ ~ ~ ~~~~ S Project: ~~+~~.$ C~Giolc:~,t ~cr~l This permit application has been: Approved 0 Reviewed and the following items need attention: Please re-submit your application when these items have been comple/ted. Reviewed By: L(,-~- Date: ~{ / fZ ~®~/ ~ a~ CITY OF ATLANTIC BEACH- APPLICATI01~ FOR POOL PERMIT .,_.....~ ~ q.e ; i ~, z.~ ~0.i~1 ~1F~,.C~ i"~1 ~ 'il~.~~ ~ APR 1 ~ ~ fl ~.~ ~ !, 4'~ ~D 131°: ~,s, ~` ~"L rP~..~~u_,__~ JOB ADDRESS ~ ~ I ~ (~i4~~U~ TF2~A ~.(~ '~-°°°.~~----`---a°~.,..:.~_~,.~,.~~.._._._~.._..._. LOT # ~D BLOCK # "" SUBDIVISION C~G ~~U tet~l-L7~- ~~~T ~ OWNER ./~ ~ G~i~ ~. Kl~~2C3A C1G-t~ ADDRESS ~ l ~ i3A~~ FCY~ i ~1 ~L• ~~ CONTRACTOR Inhn C Scott. III. SurfSide Pools ADDRESS 313 Beach Blvd Jacksonville Beach Fl 32250 TELEPHONE 904-246-2666 LICENSE # C'PCO 44080 VALUATION $ o~-~i ~~ GALLONS ~ ~ ~s~ SITE PLAN front rear SIGNATURE OF SIGNATAURE OF CONTRACTOR / ~~-DATE 1 d Q OWNER ~ ATE ~ ~ U Etaa~ 117~t6 P'a-9Q' 144 5 MIN. RETURN OTICE OF COMMENCEMENT ,.....,., _ (PREPARE IN DUPLICATE Permit No. lax Folio No. State of 4Z~ OA- County of V ~ To whom (t may concern: The undersigned hereby Informs you that Improvements will be made to certain real property, and In accordance with Section 713 of the Florida Statutes, the following lnformatlon is stated in this NOTICE OF COMMENCEMENT, Legal description of property being improved: 1 C3 ~ '- ~ ~ ~~'~ 4-C'4.1...,1L (-`) "u` f ~ ~ Address of property being improved: ~ O-t ~ J'J(-~-~,~ ~T ~i~ General description of improvements: ~' ~ i 1111/11 ~ N ~ ~~ ~ ~ SC-~'~t N Owner ~~ ch~t~L ~- ~C~G-r~P ~~ ~ !~ t30-~-c.) ~ N Address ~2 i ~ ~A ~-~ ~~ '~"~,~1-C..I~ ~-- f-T'< <3G H ~'L 3 Z2 3,~ Owner's interest in site of the improvement Fee Simple Titleholder (if other than owner) Name Addres° ~~~ Contractor ,~~ /~ Addres Phone Surety (if any) ~ Address Amount of bond $ Phone 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 documents may be served: Name Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owners option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a M ~l Z Cc: CITY OF ATLANTIC BEACH BUILDING /ZONING DEPARTMENT '~ 800 Seminole Road 5~,-J Atlantic Beach, Florida 32233 (9oa> 247-sgoo (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # ~";~-~ - o2~~C'~~~';:~ Property Address: ~~ ~ ~~ l~~f tFF-"~--a -~ l rz°~ c ,r' Applicant: ~~t ~ r ~ ~ % c~E ~' ~c`~a l S Project: ~ 1 !r ~ Cyr; /Ire r. am i _ This permi plication has been: Approved ^ Reviewed and the following items need attention: Please re-submit your pplicatio n these items have been completed. Reviewed By: Date: ~ y~/3~~ CITY OF ATLANTIC BEACH APPLICATION' FOR POOL PERMIT 1 ~~ ~ t' ~~ JOB ADDRESS ~ ~ t ~ ~A.i~~cG''i' rT'QA ~ LOT # ~D BLOCK # '''` SUBDIVISION ~C'~' ~,Q,ute,~.L~C iJ~iJrT z OWNER ~i Gh,~~l. KO~~ai4 C!G-~5F ADDRESS ~ 1 ~C i3.4~2,~ 1~ 1 ~~-Y2~E.~ y^t~ L- ~=~F CONTRACTOR John C. Scott, III. SurfSide Pools ADDRESS 313 Beach Blvd., Jacksonville Beach, F132250 ' TELEPHONE 904-246-2666 LICENSE # CPCO 44080 VALUATION $ ~ ~r C3~Cl~ GALLONS / .3 ~~... SITE PLAN front rear SIGNATURE OF SIGNATAURE OF CONTRACTOR ~]~ DATE ~ (7 OWNER ~ - DATE ~ ~ ~~ ~ ExvoM 117~r6 ~ page 1048 5 MIN. RETURN PHQNE# °~4~~ ~~~ ~ QTICE OF COMMENCEMENT .. (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of ! ~ 4Z~„ ©~- _ _ County of ~ To whom it may concern: The undersigned hereby Informs you that improvements will be made to certain real property, and in accordance with Section 7'13 of the Florida Statutes, the following information (s stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: ~ ~ ~ ~ ~ ~'~'~ ~'~'~("'~C' ~ "~ t ~ ~ Address of property being improved: ~ ~-t ~ ~~~~ ~~ ~"~'~ Us r" nn ~,~ r ~v ~ ~cx~ ~.. l 5~.~ ~t1 General description of improvements: owner lV1i Gh~ ta,L ~- ~~ C~-~P f~Q ~ 1Z C30~U C~ N Address o~2 i ~ ~}~A ~-~ ~^,'~~ ~-~= ~- L'(". I~G K ~2 ~ ~~ ~~ Owner's interest in site of the improvement Fee Simple Titleholder (if other than owner) Name Addres `~~ Contractor f~,,_ j /~ Addres `~' '~ Phone Surety (if any) Address __ Amount of bond $ Phone 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 documents may be served: Name Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. {Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a ~. ~ / ~ ~ O ~ m ~ ~' So ~ ~ ~ r ~ 2 P qL-ate' 4ID ~ ~ ~` ~ ~ a ~ ~ \ ~.m° O ~ J ~ I r ~ (n ~ ~ ~~ ~ - ~ ~. . Uj r. ~ ~ ~ '` ~ ~~ ~ ~~ ~`~ ~ ~ ~ c ~ ,.v ~ ~ rnT ~ ~~~ /~ ~"°a p ~ ~ .. ~ ~ ~ ~ ~ ~~o . ~ ~ d ~ City o 8ea~ (~ ~ ---~ ~ ~ ~ Pl~nniotg 8nd ~i>w DOpe;:-tr,u:s~i (}j ~ '~ ~' ~} ~-;,:~ 4~,~.,-~ , ~,; ,,~~;tiea a ~~~ itt~ ~,nF ~. C i, T ~O \ ~~ .,, h c+~, s. r riots. ~,, r ~ ~ ~ '~ 'tt ~'t i M~ ~ CbdQ ~ >M~ Ot _ ~ ~ C `'' ! ~~ // 0 ~ I rt -_ rel 'PMTS rF Z .d ,s , > ~~c +-:,~aturaMMe Cit~ ~ ~ ~ 0 L r L;e ~~;' III ' ?7i ~(YiK~ •S4 c.. ,.. .. .. .~ A '~ Q1 4 0 },, ~'v ~ ~~=~_ /~ -~' hector p ~ . .. ~P J ~ ~~ C~ ("~ V ~ m ®O X • • 'r a ~~`~~~ ~~ ~ z "~ ~ ~ I~ b ~ 5 ~ - n t ~ F ~ n n ~ b f C 2 D y -c ~ ~ a~ -~ ~ ~ ~ . r`~ A ~1 9 J ~~ d ~T1 Z. O a r M ~~ D -< ~ V1 tS*1 z ~ ~ n ~ ~ ~ ~ d '~ nl ~`l b mom. ~~z Quo C .b ©~~os ~n `b --~ ~ ~ cry ~ z o 2 'Tt b C G~7 ~n r O -< D r r ~ to A ~ v{ D o m c rn o to ~ C~ o n cn ~ u, o ~~ ~ 7 0 2~ z ~ a om "' z°.,~ N ° r'' ~ ` ~ ~ m y ~ , ~';~ z ~ x ~ZZ . z~ ~ ~ ~ b ~ C C-, ~o ~ ~ r m~N ~ m ~ ~' ~ ~ ~ ~ b Cry :'C ~] ?~ O ~ z p ~ -1 D d NO onz ~-'~ v ~ ~ ~ , r~ q z ~' ~ 7 ~ o ~ ~ o b U N ~ c>>n P` y 'A d ~~... i 1 Y V l ~l 1 }-..~~ ~ ~b ~ V , ~i L.~ ~ O J ~ d d -S~ m' ~• f~~'V ~v~ ~~~ ~`~ ~o '~ Z~ ~S~~C 6 . Pool DecK #3 Bars @ 12" o.c. Each Way Pool C~~~ ~..._~~~ ~ ---. 6" Concrete Floor) Hydro-Static Release Valve L.on~itctdinal Section ~.7:S. 3.5" #3 Bars @ E X 7 u'Y Release Valve Cross Suction ~. 7 .S. X 6 Ceram Steel bars 12" o.c. each ~ Pool Finished wit exposed aggrega ~Tr4-R.-1-t? Pool Data ~ Vo-ume ~ ~Z,~' Tum Over ~ ' Filter ~ ~~ ' Pump J ~~~ ;onc. Deck (2500 psi pea rock) with Kooldeck Finish $': Ti{e ay 6" Tamped Earth ~9/all Section ~. ~:5. V .~ 0 SYMBOL KEY: ~ = DRAIN ~ = SKIMMER m = RETURN ~(= 400 WATT LIGHT • = VENT LINE $ = POOL DEPTH ~ = JUNCTION BOX r = PRESSURE CLEANER -- = MAIN DRAIN TO POOL EQUIPMENT ~ J ~ ~ J W Y Z J W Y Z o w Q ~ = ~ = ° N ~ LL O > O > r. ~~ ~ J ~ J J _ ~ cn m m m m Q ° z z ~ ~ ~ W -~ W (~ Q J Q H W ~ Q U Q ~ ~ ~ ~ ~ NT _ ____ ____ ______________._ 37 ft. ---- --------------------I M I 1 I 3'6" POOL 15 X 30 Deep ft.61'n I ~ I 3'-0" ~ ~ Deep ~ ~~ ~ _ I ~w x ( ~ Z C7 y Q ~ I a ~ o RETURNS ~ (typ of 3 I - - -) AVER DEC ----I WOOD DECK TO BE REMOVED NEW STEPS TO BE DETERMINE IS AN ARTISTIC INTERPRETATION OF L APPEARANCE OF THE SWIMMING MEANT TO BE AN EXACT RENDITION. c co Filter Schematic (Not to scale) W U_ • ~- ~~ W ~~ N ~ ~ ~~~, a ~ ~ N J O ' ~ i `J a w U Q J ~ ~ ~ w ~ H z O Q _ - O w C7 Y J ~ wm ~ ~ ~ U aWa~ m Q m Z c Uf = 2 m Z W J N~ 5 N Q O o Z O ~ c w ~ n z w > c~ o' o m ~, o m O w o ~ -~ o a ~ ~PPROY~D SUJIMMINCx POOL ~ SP,4 DUAL MAIN DR~41N ~4T1`10SPNEfiz(C 1/ENT CSl/RS~ :.Oi'1PLIANT UJIT~ SECTION 4242.6 .6, FLORip,4 ~3UILDiNC~s '.OI7E FOR RI^Sip~NTIAL r4PPLIGATIONS. ~N~'fi~r4P1"f ~Nt ,410 (D,4NC~ 1~~NT PfP~ ~Nr4L~-'SfS-i" ~,4X(i" ~Ui"i L~NC~TI-~ ZES AV,4RAC~E FLOW C~Pi"i YELOCITI' FT. PER SEG. PENT PIPE SIzE M~4XIMU1"i LENC~TN FT. 60 5.~4 1 1/2" 32 ~5 ~.I~ 1 1/2" 41 ~" 100 6.1 1 1/2" 54 2" 110 131 1 1/2" 60 135 5.86 11/2" 13 145 6.29 I i/2" ~i9 1~5 7.59 1 i/2" 95 325 8.19 1 1/2" 1~~ is based upon maintaining the length of pipe below the operating level of the pool, ! horizontal, to vacate within 3 seconds based on the size of the pump and the average le to the hydraulic gradient caused by the pump and piping, the vent line should be :lose to the tee at the dual main drain, as possible with a maximum di8tance of 12". ~t is the intellectual property of 1-IGE and cannot be reproduced in whole or part 3xpressed written approval of HCE. This document is not valid without the seal of III Jr. P.E. COURTESY OF: TEAM HORNER w ',ONSULTING ENGINEERS.INC EB#6848 PHONE NO: (954) 772-4940 I pl, Cq~,pu„ ,~, }'E. ERLJNE ROAD. FT. LAUDERDALE FL. 33309 FAX NO: (964) 77Z-6840 LICI:Ti6E ~ 41i1O E)A°IRE6 ~ 07R8/100b D PERMIT DRAWING POOL 30' X 15' ___ _ __ _ _ __ __ _ __.__ _ ____ __ __ __ __ _ ____ ____ ____--UTILITYEASEME 12" X 12' FOOTEF I I I 5'BENCH I I ," ~ 6 in. 5'-6'• PLUMBING LINE FROM MAIN DRAIN w I TO POOL EQUIPMENT N I _l ~I x I I m ~ --' ~ z z F J I U O STUB OUT FOR _ 1 ~ o I FUTURE HEAT PUMP I ~ • n RESIDENCE '~: A C C E S S THIS DRAWINt THE GENER POOL. IT IS NC 1. THIS sAr=ETV VACUUM RELIEt= 81'sTEM Is A NON-MECHANICAL PENT SYSTEM 7HAt WILL LIMIT tHE TRANSMISSION OF SUCTION AT THE OUTLET 70 A MAXIMUM OF 45 INCHES OF MERCURY. 2. tHl8 SYSTEM IS A BACKUP t0 PROVIDE SUCTION R>=LIEF SHOULD ENTRAPMENT OCCUR ALL PIPES AND FITTMGS MUST BE INSTALLED iN CO9~'OW'1ANCE WItH FBC POOL PLUMBING. 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT COMPLIES WITH ANSIIASME Ali2J9.8M 4. THE 1/~LOGITY ON THE SUCTION SIDE OF THE CIRCULATION SYSTEM SHALL NOT' EXCEED SIX !6)1=P8_ 5. tHE PENT LINE LI=NGTH hNSt NOt IrXGEED THE tOTAL Lk~GTH OF THE MAIN DRAIN LIIVI=. 6. VENt OPENING MUST BE GOYEf~D WITH WIRE MESH SCREEN TO PREVENT INSECTS, DEBRIS COLLEGtION AND BACTERIA. '1. LABEL VENT: POOL SAFETY DEYICi=- DO NOT HANDLE ,!2) 90' SENDS OR A 7EE N n - 1) 90' SEND 1 1/7" vENt U -U ~O NATIONAL SPA & POOL INSTITUTE PIPE SI INGHHS ~n 2 3" 3" ~II _w w A MAIN DRAIN DRAIN this ens lyais vertical anc flow rate. DI located ae This documa without the John M. Garr I. HORNBR b7b6 PQ~ lyA~ sHOwING BOUNDARY SURVEY OF .LOT _ ¢o B~ OCK ^-' A S SHOWN ON MAP. OF AS RECORDED IN PLAT BOOK_~? PAGES _ /3 i3i~ OF THE PUBLIC RECORDS OF DUVAL CO. , FLA . FOR : ~'~~! .PEfSf ~.v.0 L'O. t ~LO.PiO.q ,t/,pT/D.civt 8,py,~• i ~.o r 3S i ~ o r 3 c ~bA~jOf ~io° OAS' '36 ' ~~ go.caq 4 ~e5 SO ' l~.Ptil~, UTit. =.Sc-w Es••rr f ~ 1Q,r`~ . F,vo L cM ~ ~~ ° ~' .~- ~.2 o d~.P.v~-~, c~ Tim ~-- ~F4/ ES ~-'i 7' ~~ v0 ~ o :. c_ ~-~ ~c ti'~L~ \ / \ ~~.8' ~1~ ~ ~ .x M ~ 0 ~,~ ~ c ~ti c~ e ~~'~~~' ~ ~ o. G • 73' • M /~'2 5TY N ~~ Z . f~ u~ `~ ~ 04 • ~,C~, T/l'~~ t~ p ~ 22/c~ V` vQ ~ l~ ~q,? ~.ooo M ~ m ~ ~cRci~ ~~ f Pc,~ c N --~_.__, _ _ - ~. ~ ~ ~ ~ ~.v~. ~ ~ t~ !~ o.s' R£~ Al ~ 0 3r ~ ~o ~ra. .S. 04 A5 ri t~~F ~4d T T ~P/q~E• ;~f/V,QG W o- 88-¢7oa 8- d -88 Ftxavovriav f .~iviy.v fLL~,P EtEa. is%.: 8$- /4d~ 3 -ZS• SS FB. //3-B.• 40 BEARIN ON T AS SHOh'N 7 HEREBY CERTIFY THAT THE L ~ rSHONN F~REON l5 IN THE SPECIAL FLOOIC7 HA RO ZONE ~_ ASS NN ON FL OOD INSURANCE RA TE MAP 2 G. ~ FOR THE CITY OF JACKSONVILLE, FL OR DA, 7ED ~' ~ ~` _ , ~~e~#i~ir~#~ rrf (~rru~r~t~tr~ CITY OF ~r~rttr#mrnt of +~nilding Jn~,pprtimt This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building currstructiun or use. For the following. ,, R ., ~ c[ I r r# t; ~ 1 `_ ti Bld Permit No~ .' Use Classification B - Group_ Type Construction ~ 7~ ~' ~~~~~~ Fire District. ~' ~ ,l a: ~ ~~ ~ ~ ,; ~~~ ~i7, ~: Owner of Building r .i ~. ~ ~ t? ^ t-+ r' t; ~, ,. h, z ~ Address -- BuildingAddress_ ~ ~ ~' ~'+z a L ~~(} ~'h ",'' t `'~~ LOrality----- ''c$.r ~-- '~ t, ~ , t rr. n rF ~ ~ ~^ .- BY' - - _ Building Official llate: ~-_ ~ --.- - rwr ie A CONeFlCUOU! ~~~ce .. ~ 4 BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, F LOFiTDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: ~~~ /U U Building Contractor: Carl Reese Building Permit Number: 9533 Address : 2218 Barefoot Trace Legal Description : Lot 40 Unit II Oceanwalk Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as --- Single Family -------------- Lowest Floor Elevation: 9.75' ~~' required as built Sales Tax Certificate: __ da submitted +r * * +r BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT Fire Chief Public Works Planning Director Building Inspector DATE NOTIFIED: --------------- ----~-~~1--- DATE SAP/P OVED: / v Ol/ ---~~`3.1-~ ~'`'-- --~ - ~- ~ - BY: r~- ~~ p i y AppRESS___Q~0~11L_ ----------------------- CONTRACTOR _,~C..Q/r~_~~~~a.CX~.,. ------------------------------------------ OWNER C~/t~ ~`~~~---------- ------- ----------------------------- BUILDING__~~3„~_ MECHANICAL__~,~3 ~ PLUMBING_ ~~JJ ELECTRICAL~UZ~_ TEMP POLE__~Dc~,~ `-~ , MISC______ ~ ~~,, \~ ELECTRICIAN _.. _ ~'~x.~- ~__ ~~ DATE FAILED DATE PASSED TEMP POLE 3EA ~~~~~~ __ -----_-_--- ~7~~~_--- FOOTING ----------- - 1~ ~ --- '~'~S t~ Q'~ r ROUGH PLUMBING SLAB _ 3.31 ~0 FRAMING ~ ~ ~( ~~ MECHANICAL/FIREPLACE ~~Z~~ ! d' TOP OUT PLUMBING ------ s~~a3 ~ ROUGH ELECTRIC ~ ~'3 ( ~8 ~~ FINAL ELECTRIC -____--__-- FINAL BUILDING ~ ----------- -- =J = ~ ~ - ELEVATION SUBMITTED -- --------- ---- ~ ~( -=y - CERTIFICATE OF OCCUPANCY __ _____ DATE ORDERED DATE ISSUED CITY OF ~~ ~ ~P.,- ~~'-~ ~ rte $''eaee!- Office of Building Official RFAIIFST F('~R INSP~~~QN Date ~/ ~ / ~~ Time A.M. Received Y'7 P.M. Permit No. ~~~ No Job Address ~ v / / Locality Owner's U ~ D ,~~ Name Contract ~ ~ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rough ^ Air. Cond. 8 ^ Ae Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Lintel ^ Final ~ Sewer ^ Fire Place ^ READY FOR INSPECTION Pre Fab Mon. Tues. tThurs. Wed. riday P.M. G .- / ~ A.M. Inspection Made P.M. Inspector Final Inspection ^ ~' L ~t Certificate of Occupancy y ~ ~~G - ~ ~ Date L- V CITY OF r~txaKtlc ~-'eack- a~Gvitda Office of Building Official REQUEST FOR INSPECTION ~~ Date ~ ~` O ~ Permit No. ~~ Time A.M. Receivyd _ _ ,~. PM. District_No. ~oo'naoress r // ~yL~"C.-qty /~ Owner's (/ ~ e L f~Q/,~ O Name Contractor ~ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rough ^ Air. Cond. & ^ Re Roofing ^ Slab ^ Temp Pole D Top Out ^ Heating Lintel D Final ^ Sewer D Fire Place ^ READY FOR INSPECTION Pre Fab -~~~ 2S~" A.M, Mon. Tues. Wed. hurs. Friday O`C\P~ .M. Inspection Made ` pM, Inspector Final Inspection (~ ~ Certificate of EOc~cupancy Date / _ ~ ~ / n,4 ~~~~ CITY OF r~~'urtic ~eac~- ~~a~ida Office of Building Official z REQUEST FOR INSPECTION // Q Date / r/~~ Permit No. _ l~ Time A.M. Received _ _ ,,, P.M. , District No. Job Address (/ Locality Owner's Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Ro Rough ^ ~ Air. Cond. & ^ Re Roofing ^ Slab ^ Temp Pole t Top Out ^ Heating Lintel ^ Final ^ Sewer ^ Fire Place ^ READY FOR INSPECTION Pre Fab Mon. ues ~V'(~ • Wed. Thurs Friday A.M. P.M. Inspeotion Made ~ ~ S~ ' ~~AA~~II ~M. Inspector - Final Inspection ^ Certificate of Occupancy Date FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-Ar86 SECTION 9 -RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 Thrs form may be used to demonstrate compliance with the Energy Code for new smgle•tamily detached or mult~famdy attached dwellings under Section 9. An alternative to this method for smgle•lamdy detached dwellings, and multifamily attached dwellings of three stdnesor less. ~s prowded in Section t0. Multifamilyattached dwellings greater than three stones must comply under Section 9 or 5. Additions to ex~sung res~denflal buildings must comply under Section 9 or 10. Additional information maybe obtained frptn your focal bwld~ng department or the Department of Community Affairs. Enerov Code Program. 2571 Executive Center Circle East. Tallahassee- Florida 32399. PROJECT NAME Z ~ ~~`~'~~~ G~ BUILDER: ( ~ ° :r" ANO ADDRESS: PERMITTI G CLIMATE OFFICE: }~ ~ Q- ~ ^ 2 ^ 3 ZONE: OWNER: PERMIT JURISDICTION NEW CONSTRUCTION ~ IF MULTIFAMILY, NUMBER OF CONDITIONED SD. GLASS AREA AND TYPE UNITS COVERED BY ^ ^ ~ FLOOR AREA FT CLEAR TINT FILM SOIAR SCREEN ADDITION ^ THIS SUBMITTAL: EAVE OVERHANG SINGLE SO , SINGLE , S0 MULTIFAMILY ATTACHED ^ CHECK IF THIS SUBMITTAL LENGTH ^. O FT - PANE ^ ~ . FL - PANE ~ . FT. SINGLE-FAMILY DETACHED ® REPRESENTS A WORST CASE CONDITION: ^ PORCH OVERHANG LENGTH ~ ~® FT. DOUBLE- PANE ^ ~ SD. Fl' DOUBLE- PANE ~ S0. FT. NET WALL AREA AND INSULATION MASONRY R = FRA M E R = STEEL STUD R = LOG R = FT. m W . D ~ T ~ ~'J.1S1L~J FT. ~, ~^ FT. ^ ~ FT. ^ CEILING AREA AN D INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED WD CO N C R = ^~ ~ FOT. ~ ~ ~ ® ~ ^ W1Q.15~LS~J FT DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM UNCONDITIONED SPACE A = ~~® (SPACE ITIRNED ~ CENTRAL ^ NONE ^ .ROOM ^ PACKAGE TERMINAL AIR CONDITIONER ^ ELECTRIC STRIP ~ HEAT PUMP ^ NATURAL GAS ^ OTHER FUELS ^ ROOM UNIT OR ^ NONE PACKAGE TERMINAL HEAT PUMP ®ELECTRIC ^ NATURAL GAS ^ OTHER FUELmS EF = .1~1 ^ SOLAR ^ HEAT RECOVERY ^ DEDICATED HEAT PUMP SF/EF = ^.~ ~.~ SEER/EER = I !'Lb .~.I COP/AFUE = n I~ L~ NUMBER OF BEDROOMS _ INFILTRATION PRACTICE USED ^ ~ ®~ ^ ~ I I lC l ~~ l~ _ (~ p~-,r~l ~,.~ X 1 ~ _ ®~ D I I (C 1 1 ` (' ~1.J,1__,~1 1'_ L}J TOTAL AS-BUILT POINTS TOTAL BASE POINTS' CALCULATED E.P.I. 3 Z ~ CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Sectron 553.907 F.S., eby oerti(y that the plans and specifications covered by this are in compliance with the Florida Energy Code. _ OWNEAIAGENT: DATE: " '- Review of .the plans and specifications covered by this calculation indicates compliance with the Fonda Energy Code. Before construction is completed, this building wiq be inspected for in ion .908 F.S. BUILDING OFFICIAL: DATE: ~ y~ ~~ PRE IPTIYE MEA RE u exceeded b all resident M N TIN R q4 MENT E K WIN W 1 MAXIM M F 0: CFM PER LINEAR F T F PERAB A$H CRA K. EXTERIOR 8 A NT 904.1 MAXIMUM OF 0:5 CFM PER SQ. FT. OF DOOR AREA. INCLUDES SLIDING GLASS DOORS. SOLID CORE, PAN IN T R R N Y EXT-JOINTS 8 ..ARK 904. t TO BE CAULKED. GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED. WATER HEATERS 904.2 MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY ANO STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER IELECTRICI. OR CUT-0FF A M T P VIDED. AN E RNA A B I, TaN HEAT TRAP M T B PR VIDE . SWIMMING POOLS PA 90a 3 SPAS 8 HEATED POOLS MUST HAVE COVERS (EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST HAVE A PUMP TIMER. GA SPA 8 H R MST HAVE MINIM M THERMA EFFICIENCY F 754b. HOT WATER PIP 904.4 `.SuldTiC41SPE~::'PE:,C`~trwRREC1RC'JLATItiGSYS~E'~t5'.i.'., i`,G'rEr1TREC'J~EAYUtiiTSi~SJCH~dS~SP!P!tiGMEdTLCSS SH?L. ?E L'MITEC ?0 !' S 9?'J F L!'~EAR FCQT CF P!PF R H WA R F W M T RE TRI T T N R THAN A N P R MIN T AT T P HVAC DUCT N TR TI 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS 8 LOCAL MECHANICAL CODES. DUCTS IN N NDITI N A M T B IN T T MINIM M R• 4 T T HVA NTR 7 PARR R DI Y A IB MAN AL R A T MAT( TH RM TAT F R EA H Y TEM. INSULATK)N g CE!LI\GS-MIN R•19 CCh!btQV Y~AI.S-~a~AtE ?•: t ^R C95 R•3 ^A~tt" CCtitMGti CE!L!VGS b R'?GaS P-i t •1- t, t. .... E<?:, Ns_l~:~..~}•,~t, #.-;.s-'~.I, 3 s::: . ... 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IF ...~ _ .. ~ r..., ;'r - ` `~ r ~' %',.~:..! t_i ,; %^y t,l ~i t-,".: i #j+.1 ~„r~~::;`a~j ( , .!,f~t C~J r°:+ i..) ...i r~ , r:'i ...... t ,(-; ..._~..{;..j('i:.., t::y:::` ~ {+rt ...{"; ..~•, w: .... ._. `4. t'f~"'~ ~-.... , :, ,.. '•t'-,.' l'". P-i .E + 7 i::. S_3 _ s. :.,r :,_y.,~ . / .....'-" Ca ti::i .__: _ ; ,. . ..:..., .. ..::. C:1 "...::.., 4:`.i. t-t :...) ~'~ ,# 1":....._ .: ... .E .,'..; ....... .. ..._ ._ e _ .. i:zr ) .. _ .. _ (i ~ E :._ ,...., .. ..., ~. : ,. ` r:J n n :: :, a a _z t_1't f!,!.... s:~ o :: ~ :: r. C:!,1t~-(:11•xF:~I+: r. e _ ., ,. .. :. n u :: .. a .: .. u .. ~ .. z .. n n ~ u „ .. : I:~f'~:ai4::: .Sl.:: a~E:~:~-. i..:,_.; { #•.t..#..,° n .. _ .. n :. ,. .. .~ .':..4::.i..,=,,s.... r'+5'_ : ~:{t.±7.;._..l ::.,i.if°i.°.`:.1•~: E-'i._..1.;`1';'... . ,...... ^ l ....: . t.. f_ t_~t..,._?!_ .`.l.It:: 1~~...! i . ,E... ::::.,.::.:,I.:: ,... ... .. !~j~._ E r" . 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CLfMATE ZONES 1 2 3 ~ OH RATIO 0- tt 12- tl t8-.26 :27-.35 .36-.46 47- 57 58- 70 71- 83 84-t.t8 t.t 1.72 1.73-2.73 2.74+ ~ rl N 1.0 9t 87 .83 79 76 .12 .69 .63 .56 .50 m ~ N6'NW t.0 .91 .86 80 .75 Tt 67 .63 48 42 J o EJW .0 9 92 .86 .80 .73 (i8 63 .57 47 . .39 . .31 n ~ SElSW 1.0 .82 .74 .66 60 .54 47 .39 .32 .27 ~ S 1.0 .77 .68 .60 54 51 .45 .3 .35 .31 - OH LENGTH* t t'ft ft. 2 tt. 3 h. 314 tt. 4Vt tt. 5~4 tt. 6 tt. 14 + * To select by Ovemang Length, ro pan of glass snarl be more tnan 8 tt. below the ovemang. OVERHAND RATIO ¢ OH LENGTH HH H li- L H 9C WALL SUMMEA POINT MULTIPLIERS (SPM) 90 DOOR SUMMER POINT MULTIPLIERS (SPM) DOOR TYPE EXTERIOR ADJACENT wood 7.7 .INSULATED 8.5 3.1 of t t • t - - •' --' -- - --2-~ •t .4 14-2 .9 2.2 2.4 • ~~ 2t 8 u 1.s is ~~. ~._ ;:~ ~ r:~: 9F FLOOR SUMMER POINT MULTIPLIERS tSPM1 SLAB-ON-GRADE IN RAISE R D RAISED WOOD (See 4Q3.2{e)) -V R•VA E ~ P R-V E P -ei 0 • - - 6. -t. •49 - -d, -1. 7-t0.9 •6. - 2 -1, it-t8. t. 78U -357 I 78U -t3 t98U - 9 9G INFILTRATION SUMMER POINT MULTIPLIERS (SPM) 9H DUCT MULTIPLIERS (OM) INFILTRATION PRACTICE SPM (See Table 9P} PRACTICE ' t 10 PRACTICE • 2 8 0 PRACTICE • 3 ! 5 2 R-VALUE ~_.__._ .. _ I Wfth Retum Air,Ouct W!O Retum Air u ' y 2 a 9 t t t0 50-66 _ ~ 1 t2 I 108 6 7 8 Up 109 106 DUCTS IN CONDITIONED SPACE t 00 100 1 ~ ~tCJ •3- t...... i::t : ,. .., ~:v i ! a e..s_ .. :.... .. i...i i.._r-;.?. ,. ; _. . ,,.... .., ..., i~~. 1 _ i ;:., .i.: ..... ... a i...t i'=:. .c. 1... ~'1 i s ..: t.. ~:..., t.:i a' Yf I )f'v: , :• i .1 i.. :._. t.:•'{.... ... ,... .. ', ! 1 t .: ... r... a .1 .,: ~.. ~,, : r:~i (•' 14'i -; t-, ~::; Y::. ;_ ..~.. ;::r ~'. c' : 3~::. f i i...: ~.... h:' ,; _% ~; f7 ~.! i Y'' :: F::..l `_:; vt i"t i... -" a '~'~ . .. ..... ~.. ,_. ,t a.... _.., a_i .. v ..; ...., : f... , ...: ` ' .~....,. iii ~ ....: .,~ :, a•- .._ ......~ ~ ~ . .,:.. e .::.. ..... ~ ;,,;..., ~ :.,~i:~.l i.i .:::. ,~ .i:. .::~ e •'' ' -a ... - - ., ..~,~.... :,f.. ,: L '..:; Lr ; , car ' ._ ,_ ., :i ~.. ~..'_.' x , .. .~.: _.. .:... ~.>I .. 'i '...1 i. :..., ..~ ..... •.~ .... i,'i'~f ..... 1 ~i•,. 1;'j ? } i...i.._'. (_! i_i 1 t: -{;`~r..... •..:. _ r.:{ 7C i' 7 F .. a:. ;._;,.:Y 3~ ' d.t %'4 : t:;i._i =~F~'::{:~; 3~•~:'!~~:. ~'t ix;-';'.., ! ~..Jf ' `~+k:J ~ ~.r_L.f`,!w _ 1-- I:~i~.;.;:_~.::. 1;.1~:::• ~::: ...,I__ st..: 5.,i..} ?`',?._ ... ~.. , : ,... i ,, , _ _...::: "i l:> 1.... 1 f_i~s~iF=' ~ a... .. ~..i_i°, i._, i. ;.., ~ f.-. .... :•;,t.: i.. ~...~. r~•~ S..t. t ..~.. i••_I,_.. b,i ° i*. ~~~~_ .... ,,.... . .. r...,_. .. f.,~., y .. .... ~..,. , ,• .. ,~. - , . a :'." , ; C"'a .~ „...., .Y ....y,a ., ...,. r,,.3 ._.. t:- _ l' ',J 1 n.....~ t . 1 , j ..;.. ..... ..... ...1 ri..:.:. 3. .L : : c.. .. r_,~ , _, ._ _,. _ , ,~~i =''! ... ,.:..: a.., . , ,. . . , .. ;~; (' 1; ,..., i ,.., ., ... ., tt ,... ,. 4i !:i i ~.;~.._ t_: t:?:'ll~~ ~ ~,;..i,.~'i:.. •:~ 1:!'•, S E;::~~~:' t. 1-`i... 3` ~ ` i..? ,Si.... ~~ ' l~{_... ... . .±._ .... ...... .... . ,...,,:::,;:, t- t~y~a~~y ...... :. ... ; i._~ ~-;_,~. 1 r t t...:... ±'.-,..:L.. f i _.. ... :,...: r_j~... r ! {.,,y ~...~~~,i•,, t'_:iT; ,t'~.:~ ~:{~.... .-:, .--, k~ f~°~~ t €•a ~:?..; i...;:-::' ! t r.:',.:, :' 1 :. :' ;._Lt 1~::~ ,:: ; ;....i , }~, ; ,_~';.:: ;'i...l : .._ . ..... ~..1 i i:~ :: i•°` i ?... >, a ~i t :- ~ -. .. f_, t C{s"' !{'_-. 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Y=`(..t1~'a..E..,._. ~'°'s....i.!.I'•.;.. f_ I::'(..1.~.~`~~~'r? . ... ..., r•f WINTER POINT MULTIPLIERS (WPM) 98 WINTER OVERHANG FACTORS (WOF) CLIMATE ZONES 1 2 3 OH RATIO .0-.11 12- 17 18- 26 27-.35 .36- a6 a7- 57 .58_..70 lt_ 83 8a_t.18 t.t9-t.72 t.73-2.73 .74+ ~ 1 SINGLE PANE G LASS ~ N 1.0 1.05 1.08 1.12 1.16 1.20 1.24 127 1.31 1.38 1.45 1.51 ~ NE/NW 1.0 1.09 1.13 1.20 1.26 1.33 1.39 1.45 t.50 1.63 1.74 1.8d ~ EJW 1.D 67 .50 .16 -.20 -.60 -.95 -1.32 -i.73 -2.51 -3.31 -4.05 m 1 SEISW 1.0 .92 .88 .77 .66 .52 .39 .25 .10 -21 -.48 -.74 ~ S 1.0 95 .92 B4 74 6p 46 29 .i3 -.24 -.54 -.67 W ~ 0 BL PANE G LA "' i N .0 1.09 .13 1.19 1.25 1.31 1.31 1.42 1.48 1.58 1.69 1.79 ~ NE/NW 0 1. 1.23 1.35 1.46 1.58 1.68 1.78 1.87 2.09 2.28 2.46 ~ ElW 1, .62 .46 .28 .12 -.OS -.24 .5 -.96 -1.29 i SE/SW 1.0 .82 .72 .61 .51 .40 .28 -.19 -,40 S 1. .94 .87 .78 .67 .55 .41 .7 SO H LENGTH• fl. 1 K. 1 2 fl. 3 fl. 31'1 h. 4Y1 h 15 K. 6'h ft. 9 n. 14 it. 20 + ~To select by Overhang Length. no part of glass shah be rttore titan 8 h. below the overhang. OVERHANG RATIO = OH LENGTH HIH ~~..L _ H 4D DQOR WINTER POINT MULTIPLIERS (WPMI .DOOR TYPE EXTERIOR ADJACENT WC!00 t 5.4 o~ ~JT 9 1 1 •T .9 2. 14.20.9 2.0 2.1 • 37 1. 1 21 S 1.3 1.3 38 8 U 9 1 9F FLOOR WINTER POINT MULTIPLIERS (WPMI SLAB-QN-GRAO,E EDGE INS TIN RAISED C NCRETE RA1SE0 WOOD See 903.2 R•VAI,UE~ R•VALUE WPIW R-VA UE WPM i -a ' i 3-a~ ~ t 7-1 •69 _i 76 7xu 70~ ! x•69 3.6 r 73U ! 29 tt•18.9 i98U 2. i to INSULATED 16.8 ta.5 9G INFILTRATION WINTER POINT MULTIPLIERS (WPM) 9H OUC7 MULTIPLIERS (DM- INFILTRATION PRACTICE ' WPM (See Tabte 9P) PRACTICE ' t 10 9 PRACTICE ' 2 7 4 PRACTICE ° 3 t f R-VALUE _ ~ ~ ' With Return I W10 Return ~ Air Ouct Air Ou a2~s9 t 1.10 5 0.6_6 --- I t 08 6J 8 Up ~ i 1.06 DUCTS IN CONDITIONED SPACE 100 ' 100 S .,t°"~~ 91 HEATING SYSTEM MULTIPLIERS (HSM) 9J HEATING CREDIT MULTiPUERS rNC(UI- rl I\IATC T/1~~cc - SYSTEM TYPE HEATING SYST E M MULTIPLIERS Heat Pump COP HSM _ _ _ 2.5 - 2.69 2.7.2.89 2.9.3.09 3. t 3.29 3 3 - 3 a9 3.5 - 3.69 3.7 - U 56 62 48 a5 a2 40 38 Electnc Stn H M ~ t0 Gas & Other Fuels HSM t_0 See Table 9Jl #or Credd Mulh i!ers PTHP & Room rnts HSM HSM for COP 2.2 • 2.a9 -: 63 See. above for COP j 2.49. Mlmmums: Central Urnts 2.7 COP.. PTHP ~ Room Unds 2.2 COP. COP means Coefficient of Performance. Y TE TYP TI Y Attic Radiant Barrier H M Multizone H M g0 Natural Gas AF E 60 • . .65 • . .70 • .74 .7 - . , g H M . 4 :5 40 h r F I H M .77 Where more than one credit is claimed, multiply HCM's together. Enter product on page 4. AFUE means Annual Fuel Utilization Efficien 9K COOLING SYSTEM MULTIPLIERS (CSM) 'Sl ,L-~f Y T M TYP N Y p Central Units SEER 7.6• 7. 8.0• .4 8.5• 9.0• .4 9.5• 10.0• .4 10.5• t 11.0- 1t.5• it. 12.0- M .44 ,4 t .PTA R m nit M Mtr R7. •7.7=.4. Fr R'>~7 mlili v. Minimums: Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTUM 7.5 EER, and over 13,000 BTU/H 7.0 EER. SEER means Seasonal Ener Efficien .Ratio. EER means Ener Efficien Ratio. 9L COOLING CREDIT MULTIPLIERS (CCM1 ilin ~ F n M li n Attic Radiant Barrier ' Where more than one credit is claimed, multi CCM's t char. Enter roduct on 2. 9M HOT WATER MULTIPLIERS (HWM1 Y T TYPE Electric F p Resistance HWM 41 4 t t N l F • . 1 • 1 atura Gas HWM 1 1 1 1 7 1 4 Other Fuels H M 94 t 1 Water heaters must coin 1 with resai tive measures of Table 9A. EF means Ene Facts. 9N HOT WATER CREDIT MULTIPLIERS (HWCM1 Y T M TYP T W ER I T P F 1 4 7 t. Solar Water Heater HW M .7 4 1 With Air n i i n H P m Heat Recovery Unit• HW M - 4 Dedicated Heat Pump HW 44 .A HWM must be used in con~unchon with atl HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. •Form 9000.86 must be subm!tted !o obtain caeca for Heat P,eca.~erv Ur!t 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST (See Section 403.2(111 MP N NT RE IR NT F R H PRA TI HE PRA TI •1 MP Y WITH A INFI TRATI NPR RIPTIV N TA A I TI MP Y WIT TI •1 AN TH F WIN, x r r W II n FI r T I n r i n I. Intel r t n i•n r m ~Ilgd• Sol@ btaL@ltloor b!n~aylk.~Q~r~. I n r W II din I p r! n in r k n mtenOr surface caulked. sealed or geg_kgt I D tw rk D rk m n n i i awe must be SeaIgS1. Fire Ia ~ ~anQ tluQ Qarnp~rs E I wdh _ t t Co~~iQn a?r doo Exhaust Fans _ . E.gy~pped with dampers. Combustion devices she 993 aiL._.__._ _ ~ .. A_ __~.____ Combusbon Heat!np __ ~ -;,mcusrcn space d Aster ^ea ^q s'~s:e s c•^, ~~ ,~ ~° ,.•s„ ~ , . ,3-ces i PRACTICE '3 ;,,_GOMPI Y WITH PRACTIC~~t AND '2 ANO THE,_~QLLO~!ING _._-_.,_.-, _.__. ~edings ___ _! In}i r ! n rn r Installed. ~___ _.__._~_ _ Inc n r W,all.~_T~_.- _'~ TQp~tate ognetrahons seaie~gr pmts 8. cracks on_m Qnor x~ilg_ :au!keQ~ s@atgq, or_gaSk@t4'_p~__ R~ssed L ghts ~ '~_~ealeC from conddwned space 3 ~nsulatea !rpm ventilated. itt:c ;,aces _ ___._ _DUC;WO~K____._ __ __ All OUC +VOrk _OCaie(~!.n COntlrt!Oned Sp3Ce__ _. _. Combustion Appliances 8e !n uncondrt!oned space (except tllrect ,~r,, ,ra.v Ir '•em ~ ~ 'c <cace •~x~aust ov-oroduc!s to outs!de S!oves see 4C3.2;!' Ei`1EF.G'I DATA SHE r r~P•SE ~~Q~ 1d. hill ~~'1 /~ ~" Q~„~hG . DATE _ :~ / 7 ~~g ,7os aoDRESS L ca t ~o L.,Gr~ i t a d [~ e~ n ~ ~ /k EPI gam.. ~ 1. 'Type Insulation in walls ~ K,, ~ (,,, ~ ~ ~ Fh . ~1 p P, 1 J 2 . TYPe Insulation in Ceilings~~~~- 5 ~ ~]~ Di..~ ~ R ~ n • 3. Type Insulation for GJbod Floors ~.~5 R ~ ~ • 4. Concrete Slab Edge Insulation ~~~~ R Q 5. Insulation Around Ducts ~, ~ ~~ In Condit.~Space• ~, 5 6 . Type Heating System rY ~dt D ~.~ r-~ ~(J CaP o[ •. ~ ~ 7. Type Cooling System /••~ ~ ~t ,('~~,,,,~, ,,n EER Q,•. ~~ ~ 8 . type Hot water Heater E J c~ ~f r ~' c_ EF . g~$ •' 9. Type Glass in Windows and Doors: DC ~/^ D'T SC ST 10 . Type Exterior Doors (~,~pp 11. Are the dimensions of all windows and doors shown? ~ s If • not, this is required either on floor plan, elevations or 3n a sc e. h . 12. Size of Roof Uvp~hang7 -r /_Sa ) p 13. Ceiling Fans in Ali Bedrooms and Primary Living Areas? ~ n . 14. Is a milti-zone A/C System to be used? 15. Cross Ventilation in Main Bedrooms and Primary Living Areas? /~,~ o 16. Is the building oriented on plot plan with cocrpass direction? if rat, I ~ ~_~ draw in on plot plan. _ (~ 17. Is there a whole house fan (attic-type fan with a CFM Rating o f 3x Condition Area7~p_ 18. Infiltration Package #1 #2 ~/" #3 19. Attic Radiant Barrier? J~4P1 ~, (See 9E) I certify that the above is the correct data used to calculate the EPI on the energy form sutmitted, and will be incorporated 'in the subject job. Signed UTI LI'1'Y Sl}ZVICIi AGREIsP9CNT {1Vater acid Sewer) T}I1S AGItEED9ENT entered into this 2nd day of March 198 8 between the City of Atlantic Beach , a t•lunicipal corporation, hereinafter called "City", and Carl Reese ~ a corporation, its successors and assigns, hereinafter called "Developer". W I T N E S S E 1' }i WIIEREAS, Developer owns land in Duval , County, Clorida, more particularly described as Lot 40 Unit II Oceanwalk refer to acreage, plat engineering 2218 Barefoot Trace drativings, or legal description as Ex}iibit A and WlICREAS, Developer plans to develop said land by constructing ' 1 buildings," 1 residences andjor other improvements thereon consisting of'' ~ ~• Single Family and ~ - . WNEItEAS, City is the owner of water and sewage treatment plants and water distribution acid sewage collection systems in t}ie vicinity of t}ie property described above; and 1Vl1C1tCAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnis}r same; and to them grid to t}reir occupants water and sewer service subject to all terms and conditions of this Agreement; and W!lEREAS, in order to provide water and sewer services to Developer it ]ras been or will be necessary for City •to enlarge and expand its offsite water and sewer plants acid facilities and it is the desire acrd irrterit of Developer to contribute financially to t}re costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so t}~at City can provide service to .t}re Development wit}rout imposing a burden on its existing customers; NUW, T!lERECORE, in consideration of tl~e pxemises and ot}rer good and valuable considerations and in consideration of the mutual covenants and corrditiotrs lrereittafter contained, subject to arty necessary approval by other goverrvnental agencies having jurisdiction, it is .agreed by the parties ]tereto as follows: 1. Developer agrees t}rat City s}call have the exclusive rig}rt to furnis}r water and sewer service to t}te real property described above and hereby grants to City this exclusive riglrt•to provide water and sewer service for all uses wit}rin all structures now or }rereafter constructed on the real property described above. 2. City agrees t}iat after Developer has connected to the systems of City, City will provide at its vwn cost and expense, water and sewer service to Developer's property in a manner conforming to t}re reasonable requirements of public or goverrrmerrtal agencies or .parties }laving jurisdiction over City's watex and sewer operations; pxovided, }rowever, that suc}r service stall be in accordance with other provisions of t}tis Agreement, including City's rules and regulations and rate schedules. 3. In the event that Developer or assigns fails to complete wired to hP hn; t t t,., no.~ot..,,e,. ~~-~ Agreement under this provision, City reserves the xight to negotiate witl- Ueveloper a new agreement for any additional sums to be paid by Ueveloper to City as plant capacity ar?d service availability cirarges, fees or vtl-er charges based upon increases in the cost of living and/or such other factors as relate to tl~e cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any goverrunental entity or agency shall be paid by Ueveloper except such part tl-ereof that has been deeded to t-1-e City in accordance witl- tl-o terms of this agreement. . 5. 7'lte rates cl-arged by City for water and sewer service shall be itt accordance with its rate schedule which shall be subject to change from time to time. City shall have the right to determine reasonable meter size and location. G. Ueveloper will grant to the City, at Developer's expense, adequate easements for water artd sewer lines, for access to lift ' stations and water statiats and related appurtertances. Said easements shall he transferable. Ueveloper will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Ueveloper shall cause any such mortgages to be released or subordinated to said easements. Easements will also he furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Ueveloper• to City. Ueveloper will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and wat•Pr i lu suld state road right-of-way. Ueveloper shall further grant to tl-e City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mai)ts, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, conuectiotts and appurtenant edulpmeuC over, across and under the Developer's property, including the right to ingress and,egxess to each of the building sites vti Developer's property wlticl~ are served~by City. All such easements shall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing tetnporaxy or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Ueveloper nor a)ty of its successors or purchasers shall discharge into the sanitary sewer system water from ")1011-domestic" drains including without limitation swimming pools, air conditioning condensation lines, cooling lines or other discharge from Any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built t)I1 Developer's property to which the City does not have access. The Ueveloper hereby agrees and warrants that the City wily. not be held responsible for flooding problems which may result from the failure of sewer line back flow •~ preventor valves v)t Developer's property. 7'lte Ueveloper hereby agrees to held harmless and indemnify City for all costs and damages resulti))g from flooding due to .back flow preventor valve failure. 8. 7']te co)tstructivn and design of all facilities tv be Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into tl-e Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. if the Developer modifies his development plans for Developer's propexty wl-ich would require .greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities, tl-an tl-e water and sewer demands previously approved by tl-e City, then the Developer must obtain approval by the City for tl-e cortstructiort of such additional water or server facilities which shall meet all City and governnientnl dasign raquirenionts. 7I~o Developer shall pay all additiv--al contributions and fees as may be authorized by the City's•service availability policy which is in effect on the date said rtew agxeemertt is executed. I3. In addition to paragraph 911 above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the xequirements of the City. 7'lte systems design drawing ar~d specifications are to be in accordance with the City of Atlantic 13eaclt requirements unless otl-erwise .specified by City or its engineer. U. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. 1r. A representative of City or its ertgirteers will be the .inspector of the project along with the Developer's errrtirteer. but r.ity absolute and exclusive owner of the facilities of said water and sewer systems whether located on, under, above or outside of fire property described and regardless of wl-o may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to and including all meters shall be dedicated to and will be owned, operated and maintained by City. All water pipes orr the customer's side of the meter shall be owned, operated and maintained by the customer or its assigns., (3. All sewer mains, manholes, pumping stations, force mains • and appurtenances, including service pipes irr public right of ways and dedicated easements, s1ra11 be owned, operated and maintained by tine City. L•xcept as provided in paragraph 9C, all sewer lines orr the customer's side of tine property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and PUU's or for conunercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except drat the full letrgtlr of sewer services from tare sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. Dy these prese-rts, Developer hereby transfers to tine City, the title to the water distribution arrd sewer collection systems to be installed pursuant to this Agreement, such .conveyance to take effect without further action upon the completion and acceptance by City 11. Developer shall pay the City upon, execution of this Agreement the sum of •10¢ per water connection per equivalent residential conrrectiorr (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of t}ris Agreement the sum of •11)¢ per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal grid administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection artd plan review fee for non-xesiderrtial units s}iall be based upo~i estimated cost to City: Actual cost will be determined. and a refund or additio~ral c}rarge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to .provide water and sewer service, to the Developer's property in consideration for plant capacity c}urges, fees and other charges to be paid by Developer as follows: , A. A water plant capacity c}rarge at the rate of $10.00 per fixture unit. Suc}i c}rarges s}~all be due acrd payable as provided in paragraph 12. B. A sewer plant capacity c}~arge at t}re xate of onethousand thrty~five dollars ~$ 1,035.00 ~ per single family unit. Such charges s}call be due and payable as provided ire paragraph 12. C. A sewex plant capacity chaxge for '.any commercial customers on the land as described above at.t}re rate of ($ .. ~. f "~ ~ U. A meter installation fee to cover meter cost and meter iiistallation (but nvt including curb stop or meter box) according to the City's service availability policy at t]Ie time of installation which currently is $85.00 per 3/4" x 5/8" meter E, if available, construction .water will be charged to building based on metered usage in accordance with current rates. C, hydraulic share of main extensions -payment or refund. 1. Developer recognizes that water. yr sewer utility service to t11e Developer's property.. is prgvided by the use of a mein extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior develoi~er~bevcl.oi~cr's share of tl~e cost of said lllalIr eXte11S1011 or vt)ter improvements . Accordingly, Developer shall pay its ti pro rata share of the cost of said' maul extelrsion or other improvements to City. Said pro. rata share shall be based vn Developer's percentage of the hydraulic capacity of said extension yr other improvements. Fvr the purpose of this Agreement, the cost of Developer's said Hydraulic share shall be $ ' payable upon execution~of this Agreement. 2. With respect to utility facilities installed by • Developer to which future developers connect directly, and an colrsideratiol~ for monies expended by Developer towaxd said facilities, City shall refund to Developer, or Developer's successors or assigns, ' solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated on the basis of the Hydraulic capacity and demand of said future developer whenever .feasible. The refund obligation of City hereunder alld the benefits to Developer related t}rereto shall expire at a cost of $ 12. All clraxges to Developer strap be paid by Developer to the City in accordance with the following formula and procedures: A. 7'!re advance deposit fox engineering, administrative and legal fees alyd the inspection and plan review fee upon the execution of this Agreement, a total of ~ ; and . D. Water plant capacity charge upon the execution of this Agreement, a total of 365.00___ _ __ _ ; and C. Sewer plant capacity charge uport the execution of t}ris Agreement, a total of '• " " $1,035.00 ; and D. Meter installation fee according to the City's service availability policy at time of installation which currently is ' $'8S.OO~er 3J4" meter • _ upon application for book-up of individual lots, apartments, multi-family lots or units; and C. Construction water based on meter readings in accordance with City's rate schedule; and C, hydraulic share payment, in accordance with paragraph 11F-1 of this Agreement upon execution of this Agreement, in a total . .... ~ ........ .. .... and. amount of $ G. Service availability charges and other additional aids in construction in accordance with paragraph l1G of this Agreement in a total amount o£ ~ $ " ' " ' " ' " ' 13. City agrees to corurect individual buildings and structures on tiro developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Ueveloper with all provisions of this Agreement. 14. The charges, ,costs and fees for any separate emergency fire protection water systems, for subject project will be subject to negotiations between City and Developer. if buildings of more than two stories are a part of t]re project, Ueveloper shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. 1111 plant capacity and service availability charges, fees acid ether charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amou~rts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($U.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (30U) parts per million. 1111 such corrrrections shall provide for a suitable point fvr the waste to be sampled by 'the City or the regulatory agencies. An additional charge equal to the pre rata share of any additional sewage treatment plant costs above ninety percent (900) treatment, and of the cost of any additional required outfall pipes to ~'~ " ' may be required by City. subordinated to the terms of the Agreement and easements required herein prior to any acceptance of the facilities by the City. 17. Upott application by owners, builders or their authorized representatives, the City agrees to connect the xequested dwellings or structures vn the said pxvperty at no additional connection fee (i.e., ' ~ itt addition tv those provided for above in this Agreement), but subject to tl-e continuing operating rules and regulations of the City including, without limitation, the pexiodic payment of the water usage and sewer usage charges in effect on tlro dnte of aucl- nifl~licutio~r or thcreatter reflected in the City's rate schedule. 18. 'I'bis Agreement shall be binding upon and shall inure to tyre benefit of the Developer, City and their successors and assigns. llowever, in the event the Developer has not paid and ,delivered to the City the plant capacity and service availability charges, fees arrd other ' charges provided to be paid to the City by Developer under the terms of this Agreement, and all easement and conveyances required by this Agreement, them this Agreement shall, not inure to the benefit of the successors or assigns of the Developer. ~ ~ ' 19. It shall be.~the responsibility of Developer to locate for builders any water and sewer taps ox lines necessary in cvnjwtction with ' residential or conunercial construction. 2U. Unless the damage to any vnsite improvements are the result of the negligence or willful act of the City, its officers, or employees or authorized agents, the owner or Developer .vf such property upat wlrieh the damage occurs shall be responsible for the payment to ,. the City of such damage to City's property including all necessary and reasonable ' repairs which must be made by the City yr independent contractors __.____ 1 f __ f .-~r__ rr . . prior hereto, fvr the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of • such lien ox claim on lien describing the real property and the amount owed may be filed within tainety (9U) days of the date from the last date upon which any such repairs or restoration were made by tho City or its authorized representatives. Thereafter, the City shall be entitled to • bring an action for the foreclosed under the laws of l:lorida. 21. friar to final acceptance of the utility and other public facilities imprvvetnents by the City the following requirements must be met at lleveloper's expense: A. l£ the property is platted, one copy of the recorded plat shall be furnished to the City.' ' iZ. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall ' be certified by a registered engi~teer with the cost being borne by the Developer. Two mylar and three printed copies of said drawing shall be furnished tv City. ~ • C. All lot corners shall be properly marked sv that utility company or its engineer can, upon receipt of "as built" drawings, verify the marked water and/or sewer services as tv location artd depth. In addition, fvr purposes of locating acid protecting installed service litres and valves Developer or his cvtttractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden post - • in the manner as shown on the design drawings attd specifications. Developer's contractor is required to install curb stop, meter box and ,, valve box on each water service and valve as shown on design drawings. ~ ~. A 1 1 .._.i_~ ~.. .1 ~~.... ..« w.. ...._ irrevocable lettex of credit, the terms of which wilt indemnify and save ,r harmless the City from any loss, damages, costs, claims, suits, debts or demands by xeason of defects irr the trorkmarisliip yr materials used in the .. facilities discovered within a period of one year from and alter the date of acceptance by the City of the facilities.. r. A pill of Sale for facilities fxotn the Developer to City. , G. Convcyunco of ousc:ments as required wider this agreement. If. A deed for .any anti all land on which lift stations yr water stations or other improvements if required by City. 1. The title evidence, mortgage releases and mortgage subordirrativtrs as xequired in this Agreement.. J. ror onsite and offsite construction provide City an accoutttirrg of tlae actual costs (schedule of values) ar-d releases of liens from utility cvntractoxs in such detail as the City requires. • K. City shall. have the right to refuse to accept title tv Developer's construction wrtil Uevelv~er's construction has passed • certain tests, including, without limitation, closed circuit television itrspectivn of the gravity sewer lines, witnessed by a City representative, to determine whether tl~e Developer's construction is . constructed in accordance with the approved engineering plans ar~d • specifications. Said tests may be performed at•least three (3) times: the first test upon completive of the system; the second test upon completion of all building, roads, paving, drainage, and all construction within the xight-of-way easement area of adjacent areas. A third test shall be required if rho City deems it necessary within a one (i~ year period after acceptance. L. Letters of acceptance from the appropriate regulatory agency for rite watex and/or sewer system, are required prior to fitiat r ` , 22. All notices that may or must be given under this Agreement ~ , shall •be in writing and shall be valid if mailed by United States ; registered or certified mail, postage and charges prepaid from addressed as follows: • To Developer: To City of Atlantic Beach City Manager • 716 Ocean Boulevard Post Office Box •25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed t}iis Utility Agreement the day and year first written above. Signed, sealed and delivered • in the presence of: • 1 Developer Witness • i City o antic B c}~ Witness ,r,~bEPARTMENT OF BUILDING / CITY OF ATLANTIC BEACH, FLORIDA `~ PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date March 2 19.$x_ Valuation $ 180, 964.00 Fee $ 536.62 This petnut not valid until above fee has been paid to City Treaswer, and is subject to revocation for violation of applicable provisions of law. PERMIT NO. X924 '~6,5~ ~3~.St~CK 1 n "l~~! This is to certify that tart KeeBe t+t3k:UlULSS P.O.Bax 87 Atlantic Beach 32233 has permission to build Single Faatilx Classification_ New RBSi ;r3t~t ? al _ Zone RS- Owned by art Reese Lot 4fl Block Unit ZI S/D Oceanwalk House No. ?~1R RaraFrL~+t TrAr~ According to approved plans which are part of this permit NOTIJ E-ALL NCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE ~--p ~---D 0 Building material, rubbish and debris ~ from this work must not be placed in public space, and must d up and hauled away by a the co tractor or owner., FOR OFFICE USE ONLY PERMIT NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER . ~' ~,,, t"~ . t1JJ i:~Ue ~ f ~ ez sq Goa gztil~pz`~' ~ ~ ~~~ v~~~1UNt. Card . ~ ~ , , • ~ Q, p ~ +~at,a ~' P ~t1ezeo~ • .~o~~l. Fee,, ~ ~~ Cioi~ ~ iat. --'% t.Sec~ -~1G • 1G~ / , LLecCzi lac ~ ~ W~•~~' ~~ ~ $ `•lell ~ 'foal --'"` ~ , • ,.' ~ ~ irlaLe~ [JOL leCl:~.flt1 ~% . . • ' ,. • . G„ ~~~ j,C~ u'w' ~~ ~ _ • __-^~ ', • ,, ~...• • ~ , ' ', i City n:f Atlein~i.a 8~ech ~ . •~irr,i Fixture Unit Worksheet tar Water.Impnot Fee FIXTURE UttITS ARE ESTABLISi{ED A5 THE MEASUREMENT OF WATER DEMAt[D FDR EACI[ WATER FIXTURE Ut{IT' INSTALLED ANA CONNECTED ,TO TliE CITY ' WATER SYSTEM. THE WATER SUPPLY Cf[ARGE IS HEREBY FIXED AT TEt{ DOLLARS PER FIXTURE UNIT CONNECTEp TO THE; CITY WATER SYSTEM. ' 3 BAT[t[;OOtt GROUP CONSISTING OF _ ~_ SERVICE SINK TRAP STAND .• _ - WATER CLOSET, .LAVATORY & HATH ~' ~' (8 ) TUB OR SHOWER .STALL (6)' ~' . • ~ _ ~ .WATER CLOSET VALVE _1__WATER CLOSET, TANIt OPE[ATED . ~ 4) r^VALVE OPERATED t 8) . _ ~_ HATlITUH/SHOWER ~ (2) _~~_URINAL WALL LIP f4) -- - , __•~;.,_SHOWER GROUP PER HEAD t 3) _.d__1: LOOR DRAIN (1) _ ~ _SHOWER STALL ,DOMCSTIC ('2) _~ _LAUNDRY TRAY (2) _~__LAYATORY tl) __~,__COMBINATION SINK AND TRAY t3 _ ~ __WASHING MACHIIIE l3) _~__POT, SCULLERY SINIS f9) _1 __DISHWAS!!ER t2). ,~ ~ WAS[i SINIt EAC}i SET OF ----FAUCETS f2) _ ~ _KITCHE1i SINK t2) ~ ~: _ _ _DENTAL LAVATORY (1) -~ --KITCIIEN SIti}t WITH WASTE ' GRINDER (3) _ Q _DENTAL UNIT OR CUSPIDOR tl) _ ~__BIDGET (3) ~ ~ ~ ~ _ ©_URINAL STALL, WASHOUT (9 ) 0 _FLUSI[ING RIt[ SINK t 8) ' ,~ __~ COMBINATIOti SINK AND TRAY WI !- ~ FOOD DISPOS. (4) , (~ URINAL, PEDESTAL, SYPHON JET _ BLOWOUT (8) • •_ ~ _DRIHKING FOUNTAIt{ t 1/Z) _ ~__LAVATORY, BARBER/BEAUTY' S}IOP (2) ~ _ O _LAVATORY, SURGEONS ~ 2) • __~_SURGEOt1S SINK (3) ~ ~ ___~_ICE MAKER (1/2) ~~ •. ~ Q_' . TOTAL FIXTURE UNITS_ ~~_~ _ @ x].0.00 EACH ~___~~~ ,- JOB ItiFORMATIOti___•~~•r"__ ~~d __~••,~1~_~ Q Gr O~ir1GJ~'~-~ PLANS REVIEW CHECK LIST ~_ Address ~r~~ fi~c,.. •. ' ~~ ~~ '"~' ~ Owner ~~~.~'~ ~. _ ,, .~ `~ ~c.~ ~ ~ Contractor ~~~ Legal Deecription~~~ ~,~_ ~ =__ ___~° ` -i'-'~~-°~~~~_____-___-- ---- l==~~,,~,G~~~!:f~=~~-----------------License Number ~_ ~ ___L~~'i..~~..--------- License on File ....,~~.'r HO Section 24=101 +- Zoning Regulations Zoning District `~ ~.~` ~ Si ~~/X/DD / Required ze_ Lot __ Setbacks Required Provided front __~~C'~-- ~ - ~s /~ ` ar ~© / ~~ re - --- --- , -- -1 id ~` < ~ ~ ` ~ e s -- --- -`= ---~'--- ~. ~ r ~? / I ~ Co / side-2 --- ~a - - -- ~, ~ p Max. Height Allowed ~%~ Section 24_82 * Minimum Lot Cov_er'age Required Heated Area __~~~~~',!°~ y Section 24_161 * Offstreet Parking dy Number Spaces Required__'___ ~~ F ! ,M~ i 1 //i Proposed Used' ~%'~<T_~_~ ~__ *- Actual Lot Size____r____~_ Section 24_17 \~_ CORNER LOT INTERIOR ,~OTr 7 Flood Zone______t __r _ Required Elevation_~ ~`~ /_ ---~-~, Proposed H ght__~ ~ l~ ___ Proposed Area___~f~~~ _ Spaces Provided Section 24=82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES Utilities Water and sewer service is to be provided by: ~' Buccaneer Utilities _____ City of Atlantic Beach Utilities Private e SEPTIC TANK Sourc WELL _____ Plans Reviewed ~~ ,,,~~ by:~~~'t~~,1~a,.,.1 ~~ `+:~s ~r t'~ Date ~ /~.t'9.t. '~p~. ~~yr'y Building Permit #__~.~___ ISSUED DENIED CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Owner__,~iQL -~~~~--------Address_~(~,~,r'~ 7 ________zip~LZ~.J_phone?~,~~~// Architect Address ___;zip___r phone__--___ Contractor_~'~L ~~t..~'C~ Address~© ~!~ ~ __zip 3 Zz37 phone z~~~7~ Contractor's License number_________________expiratlon____________ Lot__~p__Block or Section 2-- Subdivision OC~?9!~a/~L~L ___Zoning_JL'~1___ ------- ._--- .. Street "~?i4~QE~TL~between L~?e~!~iu and ~~:Q,l~,~_______side_ ~!/~~ ___ ~. ~-- Type Construction ~_S.I?,e~'~~ __No. Units__dv±/L-_____Ho. Fireplaces ~v Purpose of Building___~F/~ __________________Est.Vcluation 8_~©fDde ~ __ Utility Method - Water ~.~ __ S~wer_~~ Dimensions - Building_.(oZ=/~~ GZ`__Lot_ 90~ ~ f.5~___Size Footings !~a`~'O _ - -- --- Sz. Piers_ /!~'x1G _____Sz. Sills_____ _______Greatest Span Sills__,~~ ~ _~____ ___ Sz. Ceiling Joieta~Zx/_____Distance an Centers__[~''____Greatest Span_/~_! __ Sz. Floor Joists _~ x1Q____Distance on Centers_~G_____Greatest Span_1~___ Sz. Rafters _~fr ____Distance an Centers__~~~ _ Greatest Span_1~ ___ -.-- Method of Heating_~~T ~w~?_Solid or Filled Ground Roof Flood 'Lone_ 1~ ___If located within a FLOOD HAZARD ZONE complete page 3 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being develo e dedicated City rights-of-way and to clear, cl drain said right-of-way to City ~ specif ications. '" ',' ,~: -~ 1 ~1':~ ~3 / ,, g Signature ©wner ~ _ ~~l1~~iCl~ ai1i~ ZOnfn --_______-~ ~ __,~____-___-__ Date Signature Contractor_ _~ _ _____-Date ~ - /S-~~ _ page 2 ~•~ a"" S FLOODPLAIN DEVELOPMENT INFORMATION Type of Development: -------------------------------------------- Flood Zone: Required Lowest Floor Elevation: --------------- If building ie located within a flood hazard zone (Zone A), a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy xill be issued until the survey is on file with the Building Department. COMMENTS: .r Applicant Acknowledgement: I understand that the issuance ••of this permit is contingent upon the above information being correct and that the plane and supporting data have been or, shall be provided as required. I agree to comply with X11 applicable provisions of Ordinance No. 25-7-11 and all other laws or ' ordinances effecting the proposed development. Date______________Applicant s Signature Department Use Required Lowest Floor Elevation _________________ As Built Lowest Floor Elevation _________________ Survey Filed with Building Department ___________ ----------------------------------- Building Department Representative page 3 CITY OF ATLANTIC BEACH No. 0697 FLORIDA }March 2 I ~~~!~~~;~tif ~;~'j~ NAME Carl Reese ' ~ ti`s."';-~ 4 ,'li')t,1~3fi P.O.Box 87 ':'sy~~ I D E;/~~~/r ADDRESS Cfn;~~1 CITY Atlantic Beach '32233 Water Impact Fee #43-343-3700 -- $365.00 Sewer Impact Fee #43-343-5200 $1,035.00 $1,100.00 Lot 4 0 [fi i t I Occanwl] k 2218 Barefoot Trace ~, '4 ......~ . ~""`""' . When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY CIF ATLANTIC' RFAC.,1-#, FI t11tI~A TRFA SI inFR :. `- ' "•~ • MAP SH, INC QCJUNDAF~ Y ~ ~ BEY OF ...... L Q ~"= t ~o BL OCK A S SHOWN ON MAP OF _ ~cE.9,y r..v.g i~ v~ i w o AS RECORDED IN PEA T BODK.~? PAGES /3 i3~ ; ~~ OF THE PUd~ IC RECORDS OF OUVAL CD: , ~FLA . ~ ~~ ~- o r 3 ~ (~~ i ~G4~r~f ~io ° O s ' .3 6 ' '~' 90• °4 . ~ . ~ ~ v ~.P.vr-,~ ciT/c -~E w EJ rn T • r ~o ~~ ~ y~a:r c 7 'P ~ ~~~a, . ~ ~~ M 0 ~ ~ ~ ~ v ~ .~~a ~,, 0 3100, / ~ ~ J ' ,~~~. . ~: °-:~' _~~_ ._" V • ti ~ ~ m ~ 0 ~} ~~ ~. • ~J ;`,~ 4 6" Al 0'e~~'~a ~a3"f6 .q5 ~ 3 ~ •'v~ 9 0. ~$ ..._---. ----- ~ O4 0 ~~~ 1cpp T T.P/~~~. ' ~ ~ ~.7p '~%-~.... BEAl7INVS d~SF_O ON PLAT AS SNOwN i I h~'REB Y CER 1'Jf Y )YGt T,' THE ~ ~ ~ SHOMN HERE UN 15 IN THE SPt ClAI. FL OOO HAIAHC IONS ~_ AS SHOMN - ON FL 000 INSIA~ANCE RA TE NAP_ :' ~:. ~ FOR. 7HE CITY OF JACnt'SONVIL L f. FL ORIUA, U4 TEC •' = % > ' ti' 7 , .: , DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, FLORIDA PERMIT TO BUILD THIS PERMIT MUST 8E POSTED ON JOB Date A?la,reh 2 19 8.8 Valuation $ Fee $ S8' OU PERMIT NO. ~ " ~yl. ~~a .flf?C 1~ This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of law. This is to certify that ~~~~~~~ and SoAS RA0018227 ~ .has permission to ~ instal l 11Eat~aiT _ Classification Neov Resid~tltil Zone RS~-1 Owned by ('ar2 Reese Lot 4fl Block Unit T S/D dceanwalk House No. 2218 Baxefoot Trace 1 According to approved plans which ate part of this permit 4- -~ Q--i NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE O Building material, rubbish and debris ~ from this work must not be placed in public space, and must be cleared up and hauled away by either con- tr r or owner., „~:~ . .j r 1 . 1 FOR OFFICE PERMIT BATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER ~r BUiLi~ii~C Ai'~ iii l~Si~~~Ti~P~i ClTI~ ~iF ,~Tk.r~WT~~ BEACH ATI,AN ~ tr.: REACH, F'L,G'RiCiA 92299 APP~i~~~°it3i~ i~ i~~i~i~hii,~L ~ii~iSiC~N ~~~~~~ CAtt-!N NUtNB R IMPORiA6JT ---- t~pplict~rit to camp;ate aH items in sertiorss i, if, lii, and IV. I. LOCATION Street Address: .~.. (_ ' ~ dU1LDiNG Inlerseetinq Str Bstweenr___,,r_~;~ ~` -_ - And (~ ( ~ ~ ~ ~ _ "t!~ _ _ _ Sub-division\ ` ~~1~~_~'~~, ~ il. IDENTIFICATION - T~ be cam~~leted ~y ail ap,~licarts , -~~ In consideration of permit given for doing 'he work as described in the nbcva statement we hereby agree to perform said work in accordance with the ettact~ed plans and specifications which area part hereof and ;n accordance with the ljity of Jacksonville ordinAncos and standards of goad.practice listed therein. Nana of Meehanied Conhactor (Print) Contractors ~ ~~ ~ ~ f ~ Master ~ ~~ ~ Name of Properly Owner ~ r..r ~ ~ ----...,-...-~-.- S~nelura d Qwnar ~ 'Signature of a /41lAoriiad Agent ~' Arct+itect ar Engineer ~~~. i'rENERAL INFORMATION ~ . ~~ A' Typo of beating fwl; ~ ~~• 15 ATW~I4 CSNSTRUCTIOM 9EING DONE •~ 7N13 BUILDING OR 51TE?T` ~~~~ 6ax - ^ U ^ Natural ^ Gntr«{ Vtiiity ~ ^ Oil tR YES, 6tk°E NUMBER AF CO-Ait'fRUCTt ~ PERtN1T ~ C~tMt Specify ,.e,......_.....,,._,. ~~.~ ~ ~ IV: 1iNiCNA111CJ1L ~ltli!•MiRIT Tta !ir If~Sf,Al.,l~p ~ NATURE t3F WORK ( aee-phfs Iixt of comlaossanh an bacl: of tE+is •~drrnl " Flesidential or L~ Commercial, Neat ^ Space ^ Rrurfoal C.enfsiel YJ l~xrs NeW tiuiidinp Air Ceeditisniinq: ® Room entrei ^ ~xlsting Bullding Sydem: l~iN'eri~L....~.-~r-~ This. ,~-~ Maximum eepeeify ,,,,,,,,, c,t,,p, ~ ~P!geem®nt of existing system 'New installation tiNa system previously installed} ~ Refrigentias •~I Extenslan ar add-an to existing eystrsm CI Golinq tower: Gpeoity _ q.gr~l. d Qther -• Specify _ -~ --------- - ^ firs tprinklen: Number of Ilos __ ^ Hensler (~ Manlih Q Esr~ala~r_.....,_.._.~_-_-._(es<mber} THIS MAGI: !'~?R C-PFtOfr tISOE 19PlLY ^ ; 6aooHne pumf~ (rtumbot) ~ (Rae~JI ^. Ts+~ (number) ~ Remarks OI I,P6 ao'n'hiMra,. ._.,:,., (number] ~ :~ ° -- --°-~- - .~ (~1lftrelf RI+eIWie nails) `t _' ^., ... ' ~ ~ Para++N Approved by Ciei'Mai © OMrr ~-- Specify ~ Parmi# tt+f~a LIST ALL EQUI1~1biENT AIR CONDIITONYNC AND REFft1C;E1tA'Y'ION F.i2WTt3'M~NT Vlaita L11erCt! Ila+Qe1 N De Ksttcttxl~ctuttl~ ( j~ ~. CITY OF ~artic i~'eacl - ~~iccda ~~~ Oftice of Building Official REQUEST FOR INSPECTION Date ~ ' ~~~~ Time A.M. Received ~ P, M. Permit No, ~~ ~/ D Job Address t/ ~ocauty Owner's ~, Contractor ~~f~~ ~ ~ ,/~C~ Name _ BUILDING CONCRETE LECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Rou 1 Rough ^ Air. Cond. & ^ Re Roofing ^ Slab ^ Temp Pole L7/ Top Out ^ Heating Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION 1 an. (~ ~ Tues. Wed. Thur~_ Friday A.M. P.M. ~ ~ ~ ~ Inspection Made Inspector Final Inspection ^ Certificate of Occupancy Date LITY 0~= A•i~L,~NTiC BEACH, ,~LURIDA APP:;~.abr ~->-~PLt~:A~iI~~-J ~QR hL~~.CY~I~AI. p'E~Tv~IT O~ TO THE Ct-ii ~F ELECTRICAL INSPECTOR: GATE: ~ I ~ 19 IMPORTANT NOTICE: ~ ~' - IN CC'~~lDERATION OF PERMIT GIVEN FOR DOIItiG THE 1"JORK AS DESCRIBED IN THE FOLLOWING, Y~E HEREBY ~'GREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, ~~'I-I;CH t.RE A r ART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY CF ATLANTIC t3EACH ORDINANCES. .. ELECTRICAL FIRM: - ti4ASTER ELECTRICIAN SIGNATURE .lOU.13!rE..Yr}'.~L~l ~l~-.`~"•E~~J~~.e~ ADDRESS: ~:a.~S-~ y~~~~~e.~o ~ ~ RFD 80X------- EILDG. SIZE ~ ~ ~ BETWEEN: ~ S ~' res . _ t`''om--~.~r~- RES. ( 1 APT. ( 1 COMM. ( 1 PUBLIC ( ) INDUS. ( ) NEW ( 1 OLD ( 1 REW. ( 1 AODI1'ION ( ) TRAILER ( 1 TE~.1P. ~ SIGNS ( 1 SQ. FT. .~ S=_RVICE: NEW l ~ 1 INCREASE ( 1 REPAIR ( 1 FEE cnNnurrr.a cyF -~~ L-.APS 1 ~. i~ r(IPPFR f { AWM_ ~ 1 514'iTCH OR ii:=_cAKER _~ AMPS 1,__ PH W ~a .~ oVOLT ~~ RACEl4'.~Y 6' ~~ EXIST. 5ERV. SIZE AMPS PH W VOLT RACEWAY t=EECERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL _ (_ _ RECEPTACLES CONCEALcD OPEN _ TOTAL 1 ____ -_ - O•SO AMPS. 31.1 J0 AMPS. SWITCHES " i11CANOESCEr,iT FLUORESCENT & M. V. ~ ,. ` FIXED 0-100 AMPS.- _ OVER __ ~ 1 ~ ----- ~ _ ~ BELL TRANSF hF~i.!atirLES _ _ __ T!_ _~._ _~ __ ,____._,...__.__ .~lR t-t.P. RATING H.?. R.4T1NG CGryDITiO!~tF1G C:G!:?, h10TOR OTHEn r.10TC?S AMPS CEIL NEkT: KtiN-NcAT _ ,- - - t _ . ,. 0•i OVER ldOTORS H.P. VOLTAGE PrtS NO. i N.P. VOLTAGE PHS - _ Y _ T'.4hSFORr.;ERS: UNDER.OOV. ..-...._._-.. _~_... _.- .T_..~._.- i I /~g~a'~~ Np./' PE~M,~ ~ U'~Dt~,G ~N~ 0 ~Q N f40~~0 -~M e DE ~ o a~~~~, ~Q ~5 ~p N,O~ 1q $% c~ ~~ ~QO ~~` is tN\S ~a~e ~ee~ ~,'s'b ~t~5~ b~ "~`` rs~trop ~ ~~ >`o°"N ~,;op °~ aQe~" Q~'~b.~~, V ,,;`~ Yom, ~t~OU C.(~'~, s Qtt~ c~ tN7 ~~ ~yy`a t~~,t ~ttl~ ,~l~ls SS to _. w t0 t~1SSt~p ba$ '~ ~t "~~'~ ~~ //~ ~' nPPJ''~n~~~~ _ LL Gp~ ~~Sg1~G ~ S bass ~ att°~~~~ ~ t o f this '4e4~t~0'S1G ~O $~~~ ~ ~tY,. ~ ~gi5ti a ,bs~e b9 ~~ to Oat e'1`1~ 't~S7 ~ O~ ,t~ ~ ~, ati`d ~a4ed O~p~ daps `~r~4h a S4E 4~Rp ~~~g U' a + Ypbb'~ t be ~e~o . t ae ~s o e L'~o°Se ~vo ~ to a'4,~SOVea ~ ~ $~',ai ib,~`.rr ~tc + s a'1 by e~t~' ~ ~, AcG~i~ipg ~ o2a £tox'~'pb>>c saQ te8 e`t't :,s/ •U d ~ ~ y^} `c, o~~al 1 UQ aicni Oi ~~fl, ,:/~--~1a1a~ f .. ~. CITY OF A`T'LANTIC BEACH APPLICATIOr1 FOR PLL~"iBING PERMIT JOB LOCATION L~4~I ~~ ~~~~i ~ z/~ (Qa,~,t~~/~~`~P PLUMBING CONTRACTOR i~-Zc~'Ll ~jG•-»M~7 LICENSE NUMBERS r~ c of ~ / ~-Z Ojti'NER C,.~~-- G~~ BUILDING CONTRACTOR /~~ TYPE OF BUILDING - G~~G.~•~ SINKS ~L.AVATORY 3 BATH TUBS URINALS CLOSETS FLOOR DRAINS ,_~S HO~v'ERS Z/- t1ATER HEATERS DISHWASHERS DISPOSALS Z1ASI-ZING MACHINE OTHER ~ Lhe. u N ~~~` S! .t! 7 fj~o S~ /.~i `~pS Q3„~ TOTAL FIXTUP~E COUNT INSTALLATION OF PLUMBING AND FIXTURES ANST BE IN ACCORDANCE WITH THE P~10ST RECENT EDITION OF THE SOUTHERN STANDARD PLUI`~BING CODE. CITY OF r~~°aKtlc ~eac~- j~vtida Office of Building Official REQUEST FOR INSPECTION Date / ~ ~`+ Received P.M. Job Permit No. ~/ // District No Locality Owner's Name Contractor BUILDING CONCRETE / ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing - f9' Rough Wiring ^ Rough ^ Air. Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. riday .M. Inspection Made .~ ~ Inspector Final Inspection ^ Certificate of Occupancy Date APPLICATION FOR WATER METER DATE : 3-~~.~ ~~-------------- CONTRACTOR:__S~`="-== `~~J-------------------------------------- BILLING ADDRESS:___ ~Q- ` ~~ --------------------------------- SERVICE ADDRESS : c~vr21 ~ `7~~~~_~`2=~'~ _______________________ LOT:_ ~'d __BLOCK:_______UHIT:_~_____SUBDIVISION:Q _ ______ ACCOUNT NUMBER:____C IO~CQ~_________ 7/ ~/ METER SIZE:____,y ________ I ffEREBY REAUEST TitAT A WA'T'ER METER BE SET AT 'I'fiE AE3UVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMANENT WATER SERVICE HAS BEEN E ABLiSHED BY THE CUSTQMER. - - - - - ~f /~ - _ _ _ -_ --- CONTRACTOR CITY OF TLANT~.C BE C CITY OF rfuca~tlG b¢ac~i- j~onida Office of Building Official REQUEST FOR INSPECTION ~3~ ~ Date ~ ~ ~ ~ _ Permit No. Time Received A•I`/i• .M. ~pistrict No. P ~{'~ n y Job Address r Locality SCO ? ~ ~~ Neme s Contractor ~'V M ~ BUILDING CONCRETE ELECTRICAL PLUMBI MECHANICAL Framing ^ Footing ^ Rough Wiring ^ ough ^ Air. Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ /Heating Lintel ^ Final ^ Sewer ~/ Fire Place ^ READY FOR INSPECTION Pre Fab A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made r .- PM• Inspector al Inspection ^ Certificate of Occupancy Date ~,~ ~ CITY OF ~~`~ 7`~ r ~ \ `ti J rs~!'artl ~ c t ea~c~- ~~v~ida (~ Office of Building Official RRE Q UEST FOR INSPECTION ~ / Date ~ UC.-©~O Permit No. ~~~~ Time A.M. Received P.M. District No. I~ I-~ oC pG-~ Job Address Locality Owner's Name Contractor BUILDING CONCRETE Framin ~ Footin ^ ELECTRICAL / PLUMBING MECHANICAL R i h Wi ~ % g g Re Roofing ^ Slab ^ oug r ng r Rough ^ Air. Cond. & ~ Temp Pole ^ Top Out ,~~ Heating Lintel ^ Final ^ Sewer ~: Fire Place ^ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday P.M. ~ ~ I i M ,~~` ~ v ~ nspect on ade .M Inspector Final Inspection ^ Certificate of Occupancy Date CITY OF ~,c'eaac~i- j~~ida ~~~~ 3 /~ ~~ Office of Building Official ~j (~ REQUEST FOR INSPECTION /y] z n^1^ Date "'~ r ~~ Permit No. ~J ~"/ Time A.M. Received P.M Di rict No. ~.a-i ~' Job Address Loc Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rough ^ Air. Cond. & C Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Lintel ^ Final ^ Sewer C Fire Place ^ ~~~S,~ b Pre Fab READY FOR INSPECTION A.M. Mon. Tu es. -~ Wed. Thurso Friday ~ P.M. Inspection Made ' - ~- ~' Inspector Final Inspection ^ Certificate of Occupancy Date o n ~ m ~ n',~ $ ~ o ~ O ~ N (p 0 n n 0 0 d 31 T ~ N~ 0 3 r= m m' o ~ o I , N ,~ z O ^^ ry T C1 c o° O _ ~. ~ m m ^ ~~ ~ ~ m °- a ?!~~om p ° ~~ AAm ~ o ~ -1 Z ~ ~ ~ ~ ~ ~ D w ^Ci^ r o y O z o r m c O ~ ~ S w T O ~ ~~ v n 3 ?: _m m ~ `~ 'V a 1 W d 1 ~ ~ C7 m ~D 0 3~ C O ~ O ~m ~ ~ 7'i ~ °, C ~ ~ a Z ~ ~ o v m O 1 `° 3. m 0 0 ~ Z I I _ CITY OF rrtic ~e~ac& - `~~CVUda DATE t __~` ~_'~~ PRE'SERVICE DIVI5ION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 7160CEAN BOI3LEVARD P. 0. BOX 2b ATLANTIC BEACH, FLORIDA 32233 TELEPHONE (904) 249-239b THE FOLLOWIKG FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: SINC ELY, BU LDIN 7 cc:FILE SPECTION DIVISION ~S~ ~ 1 d `n~ ~'ermit-~ 9~~33 CfTY OF ATLANTIC BEACH, FLORIDA A~-~ by APPLICATION FOR l4ECTRLCAt. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_~ ~ ~' i9 ao IMPOiiTANT NOTICE; !N CONSIbERATION OF .PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM- SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARf A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,. CODES AND CITY OF ATLANTIC BEACH ORDINANCES. NAMECRRL R~~SE ADDRESS: ~~ I ~ ~~FF'A~T ~~ ~E RFD EtOX BLDG. SI/ZE BETWEEN: RES. (/f APT• t 1 COMM. I 1 PUBLIC l 1 INDUS.1 ) NEW IN" OLD 1 1 REW. ADDITION ( ) TRAILER ( ) TEMP. f F SIGNS ( ) SD. FT. SERVICE: NEW 1 /~ INCREASE ( 1 REPAIR ( 1 FEE wwuw..w~r~s :n~4t ~/// A~AOC ~II /1 CADPFR / 1 OI. UM ~ K 1 / V + D~ SWITCH OR BREAKER ~ AMPS PH W VOLT RACEWAY ~~ ' EXIST. SERV. SIZE D AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE. NO. SIZE.: NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES. CONCEALED OPEN TOTAL 0.30 AMPS. 31•t00 AMPS. SWITCHES .INCANDESCENT FLUORESCENT & M. V. FIXED o.~oo AMPe. ovER aPP1.rANCES BELL TRANS F. AIR CONDITIONING H.P. RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CELL HEAT: KW-HEAT MOTORS O H -1 .P. VOLTAGE PHS N0. OVER l H.P. VOLTAGE PHS MISCELLANEO US