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1330 Ocean Boulevard (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: ` ,33� �� Type Work: Property Owner: 7�� ` � � Phone # Contractor: Phone # Coat—mo i.i ��-rs-�-2 . 249 -5 470 Permit#: OA y 2 3 l Date Issued: Tree Permit# Foundation Permit# CA - 7,9CO3 Demolition Permit# BUILDING ELECTRIC MECHANICAL Y-.-?,q31� PLUMBING C>4-Z954 Tem .Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ RGr+J Framing Rough Rough Topout i-t` -cQ5 Insulation JEA Release Date Building -71 ' Electric ` Mechanical �/I�� Plumbing Final Final Final Final JEA Release Date �c Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final {--�--� Fire Inspection: Failed hispections: Date Paid: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 f INSPECTION PHONE LINE 247-5826 N� Application Number . . . . . 06-00031997 Date 1/13/06 Property Address . . . . . . 1330 OCEAN BLVD Tenant nbr, name . . . . . . 6 ' CYPRESS FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . 2171 Owner Contractor --- --------- ------------ ------------------------ PALEY, SEAN OWNER 1330 OCEAN BLVD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA HIJILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT D. Ford 800 Seminole Road L. Hi ins S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 1)(a- 3 7 Property Address: 1,5�5D Applicant: Project: I LQ , CU 0 R This permit ap ' ation has been: Approved El Reviewed and the following items need attention: Please re-submit your plication w n these items have been completed. Reviewed By: Date: -12- Date 1Z'Date Contractor Notified: r CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION f, ��f / Date: J' J: PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Job Address: 13 nc eig.,vi 6104 . Owner's Name: w n A Pale�4 Address: 1 E ,3 Oc-e!.!,/1/l IcJ k) C/ Phone: 6R Y 9 ,01 7 Legal Description: Block Number: Lot Number:_Q` Zoning District: M4-44 d12-1 4P-1 Fence Contractor: Address: 0 Phone: City: , t eE, State: Zip:�0)4 Fax: (/9^f. 1 d414Type offence and materials to be used: V s - G (aluation Of Fence: U `71 ((Interior Lot ❑Comer Lot ❑Dempster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: KNO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as aparooriate. Incomplete applications may result in delay in issuance of permit. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name: es + Y 1 tun 1 a Mailing Address: 1330 O Gr?,am 6)L)dl s Phone: 7 Q` `Z 7 Fax: b E-Mail: a'1 U �Q C Oct let, 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atiantic-beach.fi.us Page 1 Revised 3/04/04 I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All irovisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a ermit 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 ermit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as squired. /D Signature of Owner: Date: AS TO OWNER: j —lam' Sworn to and subscribed before me this ! day of Vr ,20 Q State of Florida,County of Duval Notary's Signature: ersonally known PWtfr; SNA L 9USSEY []Produced identification - .w. MY COMMISSION#DD 412624 Type of identification produced FL Do V PSV I S'{'_ EXPIRES:March 30,2009 E3onded Tft Notary Pd*Under~ Signature of Contractor: Date: i,S TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atlantic-beach.fl.us Page 2 Revised 3/04/04 MAP SNOWING BOUNDARY SURVEY OF LOT 2 BLOCK 54 ACCORDING TO THE PLAT OF MANDALAY AS RECORDED IN PLAT BOOK 10, PAGE(S) 11 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: SEAN PALEY, SHAWN ALICIA PALEY, STEWART TITLE OF JACKSONVILLE, INC. , WATSON & OSBORNE TITLE SERVICES, INC. AND ABN AHRO MORTGAGE GROUP, INC. 50.00' (R) ei o KwAL 50'00• tut SUBDIVISION BOUNDARY UNE 0.6' '�5� 1 �b�` 1.2' 1/2" R/B �' 4A 1/2. Assoc. svay. 1.e.5A98 1 t FLOOR LOT 2 BLOCK 54 NOR7N RIC WALK ity o Atlantic Beach Minrdn0 and Zoning Department 11Ns sppnsirai va lke don4ganoe with applicable tsnitta, subdivision and otter local land dswfapineM rpulations, but does not constitute appm"l for alit uantts Of permits. Compliance wNh Fta W 11140V Cods and all other applicable , State Mind Federat paring requirements �z2' 7.8 O w im be Patsb Ckr of A7ss tiarltia 3a CONC.iia v M u7 oa x A y o o 1—STORY BRICKC14� r DENCE M W1 1.5 EAVES NO. 13M 1.5 10.5. o W � a 0.6' COVa" b, 13 27.2' ... .. .. .... ±;N W � b- 1/2' 1/2. o� ~ �' r i/2' MOW - _-- {E. OCEAN BOULEVARD (POSTED) !A CITY OF ATLANTIC BEACH OWNERJBUILDER AFFIDAVIT Date: - Job Address: o ect, Alod, CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE. A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO Fo, THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. % 6 ❑r ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS M PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE, NO. 455-228(1). AN "OCCUPATIONAL LICENSE- IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. /�V lcz� PROPERTY OWNER/BUILDER SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF MKArl, 01Y „N DaiNALgLISM MY COMMISSION#DD 412624 _�Aml EXPIRES:Match 30,2009 Baieed Tha Nary Roue Undawc�ers NOTARY PUBLIC MY COMMISSION EXPIRES: NOTE: PHRASES UNDERLINED ABOVE. Balance Due 20%Restocking Fee for cancellation of any job or order WE ARE NOT LIABLE FOR SPRINKLER HEADS&LINES (BUYER(S)SIGNATURES)REQUIRED) lj p1LAN rj 1 U11) WON � Cy Z' w NOTICE OF ADDITIONS• or • " • D• NOT REMOVE JOB ADDRESS DATE &q(-3, S-t�xd5 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted I 2� " 0W.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m, to 5:00 BLDG p.m. Monday through Friday. Southside/Arlington/Beaches 642-4800 A-1 FENCE CO. LLC Mandarin/Orange Park Residential and Commercial 268-2090 10913 Beach Blvd. Jacksonville, FL 32246 Westside/Northside/Downtown '. (904) 642-4800 388-6599 Fax (904) 642-4863 Date: Invoice# P.O.# r Buyer(s): Attn. Address: Horne Phone: City: State: r Zip: Business Phone: Job Site: Site Phone: Fax: WOOD SPECIFICATIONS Locate Number: HEIGHT TYPE STYLE BOARD SIZE RAIL SIZE PERMIT CROSS STREET ❑3 10 Cypress Q Stockade 911/2 x 4 ❑2 x 3 NEEDED 04 ❑PTP ❑BDonBD ❑1/2x6 02x4 es " ';f ❑5 ❑Ultrawood ❑Shadowbox ❑1 x 4 ❑4 x 4 No . ,,:t CORNER LOT 6 ❑Aluminum ❑Picket ❑1 x6 p 1 x 4 ❑Yes ❑8 ❑PVC ❑Chain Link ❑Full 1 ®No DESIGN INSTALL GATE SWING SPECIAL INSTRUCTIONS TAKE DOWN&HAU1L)Dogeared .Good Side In In >`> ,� 1 �' AWAY FOOTAGE pointed ❑Up Hill Gothic ❑Good Side Out ❑Out ❑Down Hill K7 Yes ❑No r;. +.r ❑Follow the ground line ❑Top of fence Straight °_ t L LC y f ; r 3. . 1. f i 1 Y 1 mp Sum Total. 50% Deposit Balance Due WE ARE NOT LIABLE FOR SPRINKLER HEADS&LINES 20%Restocking Fee for cancellation of any job or order (BUYER(S)SIGNATURE(S)REQUIRED) CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: Address�/3 0 `j STS,0-Y X!OzJ 7_,10 a) Heated Square Footage @ $ per sq ft = $ Garage/Shed @$_ per sq ft= $ Carport/Porch @ $ per sq ft = $ Deck S t @ $ per sq R= $ V � Patio _@ $ per sq ft= $ TOTAL VALUATION: $ Vee D�� —7 � <16 6) 0 $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE.� TOTAL BUILDING FEE $ ZONING: ej-2-- + '/Z Filing Fee $ FLOOD ZONE: >r ( ) Fireplaces @ $35.00 $ p IMPERVIOUS SURFACE: a a BUILDING PERMIT FEE $ WATER IMPACT FEE $ 3 Sy O SEWER IMPACT FEE $ C WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C (— ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ STV662a SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: L V 0, - -�) .vv C 0/1 0pO1T/0 A DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Z Bathroom group consisting of water closet,lavatory, _ Bidet, and bathtub or shower 6 Z 2— Bathtub Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fountaiMcemaker Y2 Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 f! Shower compartment,domestic 2 2- Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet,private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL$ zi r ^ pQ s City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atiantic-beach.1l.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) JOB ADDRESS 3 C�J DATE l l l Z o _ APPLICANTC7o f V S Mntl C• �SgA+! ADDRESS Z S" p _ JJ0 ti'LL-1 TkJ-t A,6 ST!CLFL? PHONE: 4 Z - 3 20 IcC�C S.11-j Jt u.iE LEGAL DESCRIPTION: BLOCK NUMBER _ LOT NUMBER ZONING DISTRICT CONTRACTOR C:liAt4� CdruF ':rJC.. STATE LICENSE NUMBER ADDRESS I $ZS' A, TAYAD Slyd- rl PHONE �jo _ZZK -,3¢t7J CITY , STATE _ ZIP �'2 'L FAX -- ny a DESCRIBE PROPOSED USE AND WORK TO BE DONE J:SW[Jf2gq Qpp t?tO,e—J — PRESENT USE OF LAND OR BUILDING(S) IM)O-. n/sx- VALUATION OF PROPOSED CONSTRUCTION _ Z-AO r p. W Is this an addition? yr` If yes,what are the dimensions of the added space: 3-n, feet by 153 feet Will the added area be heated and cooled?_ V E S New electrical or increase in service? YES- New E -New plumbing fixtures? 1/ 7 S' New fireplace? p New heating/air conditioning? yes- Is approval or Homeowner's Association or other private entity required? k J If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? V190. Applicant certifies that no change in site grade 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. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. 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 a pre-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: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/42 m STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)247-5826 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 all 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. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT AL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER - DATE ' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAhIE TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING 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 CONTRACTO DATE ADDRESS AND CONT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME ?J—='T E a C%7&tC_'S,aJ MAILING ADDRESS Va 2Sr X Up&&J& Z&&L4mB SZ nJE= PHONE 34-20 FAX T_ ZAA'4?t'J 1 E-MAIL�., COCI,I 1-0 &16VAI SOLc.7O • ' SWORN AND SUBSCRIBED BEFORE ME THIS (e DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AST O _ LEE SAUNDERS coeWM#0=49M ❑ tonally known t;�stnenoo� [Produced identification f eaww in+(800324M Type of identification produced L Rto�w��r+�an NN.+..use AS TO CONTRACTOR: Personally known a,• ................ ..............6................... Produced identification SHARON LEE SAUNDERS coww 000249W Type of identification produced LVk"tIMtV20D7 . ............ 6/18/02 NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction,, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area. MAP SHOWING BOUNDARY SURVEY OF LOT 2 BLOCK 54 ACCORDING TO THE PLAT OF MANDAtLAY AS RECORDED IN PLAT BOOK 10, PAGE(S) 11 OF THE CURRENT - PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: SEAN PALEY, SHAWN ALICIA PALEY, STEWART TITLE OF JACKSONVILLE, INC., WATSON & OSBORNE TITLE SERVICES, INC. AND ABN AMRO MORTGAGE GROUP, INC. yrLF_ 50.00' (R) 50.OD' (M) QB. BLOCK WALL 8y SUMIASION BOUNDARY UNE Q6' a . �6► 1.2' i/r R/B FRAME 1/2' Assoc.suRv I OOHc. LOT 2 L.A. SRED 4486 FLOOR BLOCK 54 NORTH- trt6ac WALK c o.ra• °..122•.. .?:1� e-U1 v CONC. r7 In ' ° rY C pU 08 0. 00 - —10 trig 1.1' Ari J i N— ^ 1—STORY BRICK N� m RESIDENCE W/ 1.5' EAVES * NO. 1330 - t_ I" �,0 1a5 W W m " a.s• covERm m� `' //{ ° ccwcRETe i ..77.2r 14.5• .&3'. t� .0 V" _ � CONCRETE {YAUCWAY e � + 50.00' (R) 50.11'(M) OCEAN BOULEVARD (POSTED) so'(Rr4 V E y 0 MANDALAY AVENUE(PLAT) JP RJ` GENERAL NOTES: y 1. ANGLES AS SHOWN ON THIS SURVEY 2.STRIICAX7E Na 1330 SHOW HEREON LIES WITHIN FLOOD ZONE X AS BEST iEARNED FROM F.E.M.A.FLOOD MAPS PANEL NO. 1 DATfDR� IZ-s? W .LAND t ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS. PIPES AND UTILITIES. IF ANY.NOT DETERMINED. ,- 3848 Bl/INDING BOULEVARD 4.JURISDICTIONAL AND//OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT S JACKSONVILLE. FLORIDA 32210 LOCATED BY THIS SURWY THIS SURYEY WAS BASED ON•r 904-771-6468 s LEGALD � P �RECORDS WM NOT SEAHIS SURWY FURNISHED � RCHED EEASDNENTS. TITLE, O 0S CERfiFTC AT ` .AUTNfi/tL200N NO. LB 0005488 COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL $ V 5.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO I 11FICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A O DIRECT SUPERVISION AND MEETS SHE MINIMUM TECHNICAL R11 LICEIISFA SURVEYOR AND YAPPER. - STANDARDS URVE Iry,PURSUANT TO CHAPTER -4-rayANCHORLEGENDOASREVIATIOiNS (R)- RECORD61G17- F=FORLAND 7TION CODE C 472. F.S. O sSET IRON PIPE (SIP) MARKED P.C.- POINT OF CURVE (M)=MEASURED I►SSOC.SURVEY" OR L.B. 5466 P.T.=POUT OF TANGENCY A =aXnk MME • -FOUND IRON PIN OR PIPE(f7P)CA - CENTERLINE L =ARC LENGIH - BY. ■ -FOUND CONORM MONI=j R/B - RE AR R - RADIUS - • C B. fiA - IDA C IFlCATE NO.3771 X = CROSS CUT OR DRILL HOLE R/W - RK;W OF WAY C = CHORD CHARLES L ST FtORiDA TE NO.4579 P.R.C.- POUT OF REVERSE CURVE w-w - WIRE FENCE ® =WATER WU C.C. OF RAYMOND J. SCf IAEFER FLORIDA,CERTIFICATE NO.6132 P =POINTCOMPOUND CURVE[1- WELL D - wooD FENCE @ - S.R.L.—BUILDING PEt'T+RIC710N LINE CONC.-CONCRETE 7(� :SRtELT LW JO$ N0. 31289LE SFORMER ;36769 DATE 07-02-2003 �) - FICIAL RECORDS Boat —X =CHAMLM FENCE ET - ELECTRIC SCALE t' 20' DRAFTER C. MUNGOVAN JR. J�E�A m u MMUE AU tt ou -muwADPoUTAm K-PDQ.EMF*T ; Ile 'r l"' CITY OF ATLANTIC BEACHDFOrd r S� BUILDING/ZONING DEPARTMENT QRS 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 r� ED)1319 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application# 04 . 19314 Property Address: 13 3() O C E A V ALV Q Applicant: CM50V CO YMZ GT 0P,5 INC- Project: 51 COM 5108 A D D I D 0 N This permit application has been: [Approved ❑ Reviewed and the following items need attention: Please re-submit your application when the items have been completed. Reviewed by: _ Date: rL`1 l Ja r, rT CITY OF ATLANTIC BEACH 15 CC.ord SS 1 BUILDING/ZONING DEPARTMENT iggins j 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 r FAX:(904)247-5845 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application# 04 - 293) 4 Property Address: 1330 OCEAN DIND. Applicant: CO A1.SO N CO N T 9-}1 CTO B S )NC,. Project: 5'r Cc N 9 -9109Y ADDITION This permit application has been: �Pproved ❑ Reviewed and the following items need attention: Please re-submit yo p ation when these items have been completed. Date: Reviewed by: Qac-�"'' -MAP SHOWING BOUNDARY SURVEY OF LOT 2 BLOCK 54 ACCORDING TO THE PLAT OF MANIDAILAY AS RECORDED 1N PLAT BOOK 10, PAGE(S) 11 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: SEAN PALEY, SHAWN ALICIA PALEY, STEWART TITLE OF JACKSONVILLE, INC., WATSON 5-OSBORNE TITLE SERVICES, INC. AND ABN AMBO MORTGAGE GROUP, INC. 50.00' (R) I*ALL 50.x' (M) Ito SUIOV1SION 80UNDARY UNE .8' 1/:2- R/8 FRAME 1/2' Asin �y8Rv ' Co RV. LOT 2 FLOOR ^ BLOCK 54 Ngit1H *ALK not - - , 3c- Fr I 92.2 7.9 E3.. ' Of 0.9' .._..... o� .� c�ovO' LD to ICavo Q ►-x o oo �x p UU 08 o a U O O m 1-STORY BRICK CV- m r RESIDENCE W/ 1.5' EAVES pp NO. 1330 1� 10.5' W ITS. W ( m L.- 0.6' COVERED o� I— O _ CONCRETE `,.'14,1 �' .. ..27.2'... 14.$ .8.3' k a• 1/2w 1/2w Q( w.. :es. 1/2" v 49.W(M) 0. � CONCRETE 1/fALKWAY 50.00'(M)(R) salt OCEAN BOULEVARD (POSTED) 5D'(R/W) ¢V E Y O R MANDALAY AVENUE(PLAT) s aEmEAat ®r£a= y 1. ANGLES AS SHOWN ON THIS SURVEY 2.SMX7URE Na 13M SHOW HEREON UES NTMI N FLOOD ZONE X AS BEST ASSOCIATED SURVEYORS INC. OEifRWNEO FROM F.E.M.A FLOOD MAPS PANEL N0. 1 DATED !17=6L. to .LUNO t ENGINEERING SURVEYS 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTING-, PIPES AND UTILITIES. IF ANY. NOT DETERMINED. 3848 BLANDING � 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT t S JACKSONVILLE, FLORIDA 32210 LOCATED BY THS SURVEY( ? 904^77f-6468 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE c7 p S S V O C RTIFICAT£`04'AUTt1CA12M10N NO. LB 0005488 COVENANTSRESTRICTIONS THAED TMAYTHINS SUR%EYOR IS PARCEL 6.UNLESS OTHEROSE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. ! HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A DIRECT SUPERVISION .AND MEETS THE MINIMUM TECHNICAL Flal"txaw SURVEYOR AND MAPPER STANDARDS FOR LAND UR'v"NG,PURSUANT TO CHAPTER -a-GUY ANCHOR LEGENDIAUREVIATIONB (R)- RECORD 61 G17- FLORIDA TION CODE C 472. F.S. O -SET IRON PIPE (s IP) MARKED P.C.- PONT OF CURVE (M).MEASURED ASSOC.SURVEY' OR L.B. 5488 P.T.-POINT OF TANGENCY 6 =0T8RL ma 2 0 -FOUND IRON PIN OR PIPE(Flr CA - CENTERLINE L -ARC LEWM -FOUND CONCRETE MONUMENT(Fcam)R/8 : REBAP R - RAGµ/5 CHARLCS S. HA ER FLORIDA CEJITIFICATE NO.3771 x - CROSSCUT OR ORtLL HOLE R/W - RIGHT OF WAY c - CHORD FICATE NO.4579 P.R.C.- POINT OF REVERSE CURVE W—W- WIRE FENCE CRI =WATER MER CHARLES L iF FLORIDA CMnP.C.C.-PONT OF COMPOUND CURVE D-0 - WOOD FENCE I19 - WELL RAYMOND J. SCHAEFER FLORIDA,CERTIFICATE NO.6132 S.R.t_-BIAtDING RESYRACTICIN UNE ODNC.-CONCRETE �t•STREET UHT JOB NO. 31289;36769 DATE 07-02-2003 ORS) ' OFFtCw aECX>ROS BOOK -x =CHARILW FENCE ET - ELECTRIC ' C)RV) -OFFICIAL RECORDS VOLUME`C2a -UTILITY POLE TRANSFORL" - SCALE 1 w 20' DRAFTER C. NUNGOVAN JR. J.EA -JAOC90IM1E ELECIPoC AunarrnY au- -0 £JVI uT><REs i{=RJd EouPlrtNt FORM 60OA-200 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A 66-- Project Name: Paley Addition Builder: Coalson Contractors '� Address: 1330 Ocean Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI FILE COPY Permit Number: Owner: Paley Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing Addition = I 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:36.0 kBtu/hr — 3. Number of units,if multi-family 1 — SEER: 12.00 — 4. Number of Bedrooms 3 ___ b. N/A — 5. Is this a worst case? No -- — 6. Conditioned floor area(ftp) 1662 ft' c. N/A — 7. Glass area&type Single Pane Double Pane — — a. Clear glass,default U-factor 0.0 flz 227.0 W — 13. Heating systems b. Default tint 0.0 W 0.0 ft, — a. Electric Heat Pump Cap:36.0 kBtu/hr — c. Labeled U or SHGC 0.0 ft2 0.0 ftz HSPF:7.40 — S. Floor types _ b.N/A — a. Raised Wood,Post or Pier Q-/';r a)) ftz _ — b.Raised Wood,Adjacent Ry Iq �b ft= _ c. N/A _ c. N/A — 9. Wall types — 14. Hot water systems j a. Frame,Wood,Exterior R=13.0, 11.75.0 ft' _ a. N/A FILE C b.N/A � — c. N/A — b.N/A d. N/A FILE COPY - i - e. N/A c. Conservation credits 10. Ceiling types — (HR-Heat recovery,Solar a. Under Attic R=30.0, 1674.0 ft.= — DHP-Dedicated heat pump) b. Under Attic R=19.0,204.0 ft' — 15. HVAC credits — c. N/A I (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ I-IF-Whole house fan, a. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0, 125.0 ft _ PT-Programmable Thermostat, b. N/A j MZ-C-Multizone cooling, MZ-1-1-Multizone heating) n n_y f Glass/Floor Area: 0.14 Total as-built points. 18209 PASS Total base points. 18311 I hereby certify that the plans and specifications covered Review of the plans and X04 SIO ST by this calculation are in compliance with the Florida ! ' specifications covered by this _ aro Energy Code. iQ,y y ��1 �S calculation indicates compliance � ,,,;''� `'.•`, 1 with the Florida Energy Code. PREPARED BY: Before construction is completed 4 DATE: this building will be inspected for i I hereby certify that this buildin s designed, is in compliance with Section 553.908 compliance with the Florida C Florida Statutes. CSD WE OWNER/AGE N � BUILDING OFFICIAL: DATE: Ii i DATE: //- 3_3'-0`4 - EnergyGaugeO(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1330 Ocean,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1662.0 20.04 5995.2 Double,Clear S 2.0 7,0 5.0 35.87 0.82 147.1 Double, Clear E 2.0 7.0 20.0 42.06 0.89 745.3 Double, Clear E 2.0 7.0 45.0 42.06 0.89 1676.9 Double,Clear N 2.0 7.0 5.0 19.20 0.92 88.5 Double,Clear N 2.0 7.0 30.0 19.20 0.92 531.2 Double,Clear N 2.0 5.0 7.0 19.20 0.87 117.1 Double,Clear N 2.0 3.0 6.0 19.20 0.78 89.6 Double,Clear N 2.0 7.0 20.0 19.20 0.92 354.1 Double, Clear N 2.0 7.0 5.0 19.20 0.92 88.5 Double,Clear S 2.0 7.0 5.0 35.87 0.82 147.1 Double,Clear W 2.0 5.0 4.0 38.52 0.80 123.2 Double,Clear W 2.0 7.0 20.0 38.52 0.89 683.2 Double,Clear S 2.0 6.0 16.0 35,87 0.78 445.3 Double,Clear S 2.0 3.0 9.0 35.87 0.59 190.5 Double, Clear S 2.0 7.0 30.0 35.87 0.82 882.5 As-Built Total: 227.0 6310.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 OA Frame,Wood,Exterior 13.0 1175.0 1.50 1762.5 Exterior 1175.0 1.70 1997.5 Base Total: 1175.0 1997.5 As-Built Total: 1175.0 1762.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.1 6.10 110.3 Exterior 18.1 6.10 110.3 Base Total: 18.1 110.3 As-Built Total: 18.1 110.3 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1662.0 1.73 2875.3 Under Attic 30.0 1674.0 1.73 X 1.00 2896.0 Under Attic 19.0 204.0 2.34 X 1.00 477.4 Base Total: 1662.0 2875.3 As-Built Total: 1878.0 3373.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Post or Pier 19.0 311.0 0.77 238.2 Raised 357.0 -3.99 -1424.4 Raised Wood,Adjacent 19.0 46.0 0.40 18.4 Base Total: -1424.4 1 As-Built Total: 357.0 256.6 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1330 Ocean,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1662.0 10.21 16969.0 1662.0 10.21 16969.0 Summer Base Points: 26522.9 Summer As-Built Points: 28782.0 Total Summer X System - Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 28782.0 1.000 (1.090 x 1.147 x 1.05) 0.284 1.000 10792.3 26522.9 0.4266 11314.7 28782.0 1.00 1.318 0.284 1.000 10792.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1330 Ocean,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1662.0 12.74 3811.3 Double,Clear S 2.0 7.0 5.0 13.30 1.17 77.9 Double,Clear E 2.0 7.0 20.0 18.79 1.05 392.9 Double,Clear E 2.0 7.0 45.0 18.79 1.05 884.1 Double,Clear N 2.0 7.0 5.0 24.58 1.00 123.3 Double,Clear N 2.0 7.0 30.0 24.58 1.00 739.8 Double,Clear N 2.0 5.0 7.0 24.58 1.01 173.2 Double, Clear N 2.0 3.0 6.0 24.58 1.01 149.4 Double,Clear N 2.0 7.0 20.0 24.58 1.00 493.2 Double,Clear N 2.0 7.0 5.0 24.58 1.00 123.3 Double, Clear S 2.0 7.0 5.0 13.30 1.17 77.9 Double, Clear W 2.0 5.0 4.0 2033 1.06 87.8 Double, Clear W 2.0 7.0 20.0 20.73 1.03 427,5 Double,Clear S 2.0 6.0 16.0 13.30 1.26 267.8 Double,Clear S 2.0 3.0 9.0 13.30 2.06 247.1 Double,Clear S 2.0 7.0 30.0 13.30 1.17 467.1 As-Built Total: 227.0 4732.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Frame,Wood,Exterior 13.0 1175.0 3.40 3995.0 Exterior 1175.0 3.70 4347.5 Base Total: 1175.0 4347.5 As-Built Total: 1175.0 3995.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 18.1 12.30 222.5 Exterior 18.1 12.30 222.5 Base Total: 18.1 222.5 As-Built Total: 18.1 222.5 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1662.0 2.05 3407.1 Under Attic 30.0 1674.0 2.05 X 1.00 3431.7 Under Attic 19.0 204.0 2.70 X 1.00 550.8 Base Total: 1662.0 3407.1 As-Built Total: 1878.0 3982.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Post or Pier 19.0 311.0 0.88 272,4 Raised 357.0 0.96 342.7 Raised Wood,Adjacent 19.0 46.0 2.20 101.2 Base Total: 342.7 1 As-Built Total: 357.0 373.6 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1330 Ocean,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1662.0 -0.59 -980.6 1662.0 -0.59 -980.6 Winter Base Points: 11150.5 Winter As-Built Points: 12325.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 12325.3 1.000 (1.069 x 1.169 x 1.05) 0.461 1.000 7417.0 11150.5 0.6274 6995.9 12325.3 1.00 1.306 0.461 1.000 7417.0 EnergyGaugeTAO DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1330 Ocean,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 0.0 3 1.00 2746.00 1.00 8238.0 As-Built Total: 0.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11315 6996 0 18311 10792 7417 0 18209 PASS y��4p4T1�E STq��©� 1,yc0D WE �� EnergyGaugeTm DCA Form 60CA-2001 EnergyGauge®/FIaRES'2001 FLRCPS v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1330 Ocean, Atlantic Beach, Fl, PERMIT#: 6A-211 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR-EACH-CH PRA-C-T-fC-E [CHECK Exterior Windows&Doors 6,1.Agq'1.1 -cfml�q-- .:ft.window area� . cfm/sq.ft.door area. 5--—--------- Exterior&Adjacent Walls 606.I.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends -------- from, and is sealed to,the foundation to the top plate. Floors 606.1,ABC.1.2.2 i Penetrations/openings-1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. ------------ Ceilings 606.I.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits, chimneys, cabinets sealed to continuous air barrier:gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is 4— installed that is sealed at the perimeter, at penetrations and seams, Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from J_ ___ -conditioned space, tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity Additional Infiltration reqts 606,1,ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURESJCrnq!!,t be met or exceeded b adI residences.) COMPONENTS CHECK ________,JSECTION REQUIREMENTS CK - —---- Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electrielectc or cutoff gA�)must b -in heat trap ....... e provided. External or built d. Swimming Pools&Spas 612.1 Spas&heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal -------------- I efficiency of 78%. Showerheads 1612 1 restricted to no more than 2.5 qatlon� --- ---- _p r minute at 80 PSIG. Air Distribution Systems 'Water flow must be 610.1 All ducts,fittings, Mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in arcordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 rnin. insulation. HVAC Controls 607 1 Separate readily accessible Manuel or automatic thermostat for each system. L_ Insulation 604.1, 602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. L Common ceiling&floors R-11. EnergyGauge7m DCA Form 60OA-2001 EnergyGaugeg/FiaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.1 The higher the score,the more efficient the home. Paley, 1330 Ocean, Atlantic Beach, FI, 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:36.0 kBtu/hr _ 3. Number of units,if multi-family l _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A - 5. Is this a worst case? No - - 6. Conditioned floor area(ft') 1662 ft' c. N/A - 7. Glass area&type Single Pane Double Pane - - a. Clear-single pane 0.0 ft' 227.0 ft2 - 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft' _ a. Electric Heat Pump Cap:36.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft= 0.0 112 _ HSPF:7.40 _ d. Tint/other SHGC-double pane b. N/A - 8. Floor types - a. Raised Wood,Post or Pier R=19.0,311.0ft2 J_ c. NIA - b. Raised Wood,Adjacent R=19.0,46.0ft2 c. N/A 14. Hot water systems 9. Wall types - a. N/A - a. Frame,Wood,Exterior R=13.0, 1175.0 ft' - b.N/A b. NIA - a N/A - - d. N/A - c. Conservation credits _ e. N/A (HR-Meat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1674.0 ft' _ 15. HVAC credits - b. Under Attic R=19.0,204.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0, 125.0 ft _ MZ-C-Multizone cooling, b.N/A MZ,-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) TKE S?4gT in this home before final inspection. Otherwise, a new EPL Display Card will be completed' based on installedCode co t featin-e torr n Builder Signature: _ Date: A f� Address of New Home: �. �C�'t,4�r./ City/FL lip: e� 3 3 coA *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This isnot a Building Energy Rating. ff your score is 80 or greater(or 86,for a US EPA/DOE EnergyStarr"'designation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge.Hotline at 321/638-1492 or see the Energy Gauge web site at i ww.fvec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRCPB v3.30) RIGHT-J BUILDING ANALYSIS REPORT Entire House - � b y Energy Design Systems Job: 11120104 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net ProjectInformation For: Paley Addition 1330 Ocean,Atlantic Beach, FI Designi i Htg Clg Infiltration Outside db (°F) 39 92 Method Simplified Inside db (°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(°/D) - 50 Moisture difference(gr/Ib) - 65 Heating Ducts Wells, Component Btuh/ftz Btuh % of load Walls 3.0 3491 17.6 InfiltrationWindows 23.9 5431 27.3 Doors 15.2 275 1.4 Ceilings 1.2 2180 11.0 Wnd°ws/ Floors 0.8 283 1.4 Infiltration 29.6 7254 36.5 Other DPtlln°t Ducts 946 4.8 Total 19859 100.0 i i • Component Btuh/ft2 Btuh % of load waus Internal Gains Walls 2.5 2920 12.7 'Duets Windows 42.9 9741 42.3 Doors 12.7 230 1.0 Ceilings 1.7 3171 13.8 I -Infiltration Floors 0.0 0 0.0 ' r 1, Infiltration 9.0 2198 9.5 Wnd° s' Ducts 2096 9.1 celfngs Internal gains 2700 11.7 other Total 23055 100. Cooling at 81 % SHR= 2.3 ton Cooling air flow=474 cfm/ton Cooling at 70 %SHR = 2.7 ton Cooling at 400 cfm/ton = 2.8 ton Overall U-Value= 0.099 Btuh/ftz-°F Data entries checked. ,- wrjghtsoft Right-Suite Residential'"5.0.66 RSR29784 2004-Nov-20 12:46:34 SCA c:\Documents and Settings\customer\My Documentsmnightsott\Paley Addition,1330 Ocean.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House —. 4 F:I Energy Design Systems b DV- Job: 11120!04 g 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project oInformation For: Paley Addition 1330 Ocean,Atlantic Beach, Fl Notes: Design Infr Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 19859 Btuh Structure 23055 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 19859 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip, load 22364 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1150 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4384 Btuh Area (ft') 1662 1662 Total latent equip. load 5534 Btuh Volume(ft') 14958 14958 Air changes/hour 0.80 0.40 Total equipment load 27898 Btuh Equiv. AVF (cfm) 200 100 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 1103 cfm Actual cooling fan 1103 cfm Heating air flow factor 0.056 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 81 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. += vVr1ghtsoft Right-Suite Residential TM 5.D.66 RSR29784 2004-Nov-20 12:46:34 AC``Z5, C:\Documents and Settings\customerwy Documents\wrightsoft\Paley Addition,1330 Ocean.rsr Page 1 PAGE 1 Date: 09/17/2004 MANNING BUILDING SUPPLY LOG # : D0825F TRUSS DIVISION JOB #: JACKSONVILLE Salesman: SCOT BURNEY I L ""W" 7 Y Pitch: /12 Customer: COALSON & KELLY CONT. Job Name: PALEY RESD. Address : Address : ATLANTIC BEACH Designer: JB I._ - -- -- - -- - - - -- - - --- - - -- - - - ---- - ---- - -- - ----- ---- - - -- ----- - - - --- ---- - - ----- -- - - r II Left I Right Qty) Span I O.H. I O.H. I Description ----- - ---- --- - ---- ----- - - ---- - ----- -- - - - -- - - --- -- ---- --- -- --- --- -- - - ---- ----- 33 30- 101 10' NF1 2 130, 1 Of 1 01 ( F2 2-PLY 411711-1 1 01 101 JF3 116,41-8 ( 01 101 IN 2-PLY iALQ ** Hardware Floor ** 41 1 1 IHUS26 1-ply Truss Hanger 21 1 1 ICUSTOM HANGER --- ----- -- -------- -- -- -- ----- ------ ------- -- -- - -- -- -- --- ----- --- -- -- ---- ----- 43 - Trusses 4 - # of Hardware 0 - # of I-Joist r 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board - ----- --- ---------- - - 43 - Total Trusses r r RAISED FILE. COPY 12ALZ FILE COPY FILE COPY Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1SGF151-ZO520084327 Truss Fabricator: Manning Building Supply Job Identification: D0825F-PALEY RESD. -- ATLANTIC BEACH Truss Count: 4 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD) Engineering software: Alpine Software,Version 6.33.0717.00. Structural Engineer of Record: Address: Minimum Design Loads: Roof - N/A Floor 55.0 PSF @ 1.00 Duration Wind - No Wind Notes: 4eR1. te.09/20/2044 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of Truss n esign Engmeece record, as defined in ANSI/TPI 1-1995 Section 2.2 Arthurft.-Fishet''f Florida License Number:59687 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: CNSY42PL Ref Description Drawing,' Date 1 ,08535--FI X426400 09/20/04 2 08536--F2 2-PLY 04264002 09/20/04 3 08537--F3 04264008 09/20/04 4 0$538--F4 2-PLY:, 04264004 00/26/04 111111 mill 11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825F-PALEY RESD. - ATLANTIC BEACH F1) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.41" DL: 0.15" recommended camber 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Trusses to be spaced at 16.0" OC maximum. BC 120 0.33 1.71 BC 120 0.33 4.21 Deflection meets L/360 live and L/240 total load. BC 120 1.71 6.71 BC 120 4.21 9.21 Truss must be installed as shown with top chord up. BC 120 6.71 11.71 BC 120 9.21 13.88 BC 120 11.71 16.13 BC 120 13.88 17.67 BC 120 16.13 18.29 BC 120 17.67 19.54 BC 120 18.29 20.79 BC 120 19.54 23.29 BC 120 20.79 25.79 BC 120 23.29 28.29 BC 120 25.79 29.67 BC 120 28.29 29.67 24" 14-0-014 0-0 1p2X5111 W=3X5= W=3X5= 4X4= 0 3-0 6X6= 5X5= 5X5= 4X4= 4X4= 4X4= 2X5111 4X4= 4X4= 5X5= 5X5= 6X6= 0-3-0 T TT 9102 2-0-0 3X3111 5X5= 5X5= 4X4= 4X4= 4X4= 4X4= 4X4= 5X5= 5X5= 6X6= 6X6= W=3X5= W=3X5= 3X3III 0-4-0 4X4= 0-4-0 f1T M -8 17-2-8 1-10-a 10-1-8 30-0-0 Over 2 Supports R=1100 W=3.5" R=1100 W=3.5" -ll/lily-o, Note: All Plates Are 4X4 Except As Shown. � It R PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 6. 3. ."• �F�C •'•.� FL 3 R - Scale =.25" Ft. -WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. ��C- :•I� �•j �_ T C L L 40.0 P S F R E F 8 1 5 1 8535 REFER 10 SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBL ISHEO BV TPI (TRUSS PL AIE INSTITUTE, 5H3 V , U'ONOFRIO DR., SIII TE Z00, MAU ISDN, WI 53]19) ANU WLCA (WOOD TRUSS COUNCIL OF AMERICA, 63D0 ENTERPRISE LN • • MADISON, WT 53]19) FOR SAFETY PRAf,TICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAIED� ; N .696 9T : T C D L 1 0.0 P S F DATE 09/20/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED y • °- RIGID CEILING. /7� • t *'IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED $TATftOFITLAIBC DL 5.0 PSF DRW HCUSR151 04264001 A L P I N E NRUDSCIN C INF(IR,ANC EL WI NOTBV IRE SPONSOIRLFABRI CAT INCE JHA N U LNNGIATF ROM TOT S HE P'NGS Si NS TALL INGANY SFAILURE BRACINGIOF BTP UDS SE SE F(,O ,pO' • B C L L 0.0 P S F HC-ENG M N M/A F DESIGN CONFORMS WITH APPIICABIF PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PTATFS ARE MAD ()1 OF 20/1N/16GA (H.H IS/ K) AStM A653 GRADE 40j60 IW: K/N.S) GALV. STEEL. APPLY ••• �, TOT.L D. 5 5.0 P S F S E Q N 2 7 6 2 4 PLATES TO TACH FACC OF TRUSS AND, ON LE55 OTHERWISE 10CAT EU ON 1'115 DFS IG N' POSITION PER DRAWINGS 160 A-' E ANY INSPE CT LON OF PLATES FOLt OWED BY (i) SHALL BE PER ANNEX A3 OF TPI1 2002 SEC.3. A SEAL ON THIS �� 7, Alpine Eng 1neeled Products. TIC. DRAWING INDICATES ACCEPTANCE OF PROFF SSIONAL ENGINEERING RESPONSIBILITY 50LELV FOR THE TRUSS COMPONENT , D U R.FAC 1 Q O FROM J U I950 Marley Drive DF11C.N SHOWN. THE SHIIABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE HE SPONSIBILITY OF THE +'`I I' . Hane 338 BUT E ;IGNER P11 ,, i.- ,: .: z ,-.,:; a X04 �',�CIN 16. J 1S Z0 'L'�`ertificat�c "Fi`lrtoriza l n'Uii r:. �, T.. �`-x....:` ..:. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825F-PALEY RESD. - ATLANTIC BEACH - F2 2-PLY) Top chord 4x2 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 4x2 SP #2 N :B2, B3 4x2 SP #1 Dense: Webs 4x2 SP #3 See DWG CNSY42PLI103 for connection details of 2 ply trusses. N-8 See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) Max JT VERT DEFL: LL: 0.47" DL: 0.17" recommended camber 1/4" TC From 67 PLF at 0.00 to 67 PLF at 30.00 BC From 7 PLF at 0.00 to 7 PLF at 30.00 Deflection meets L/360 live and L/240 total load. TC 1493 LB Conc. Load at 17.38 Trusses to be spaced at 16.0" OC maximum. Truss must be installed as shown with top chord up. " 14-0-0 '� 24" 14-0-0 15" p 5X5= W=3X5= 0-3-0 6X6= 5X5= 5X5= 5X5= 4X4= 14=3X5= 5X7= 5X5=2X5111 5X5= 5X5= 5X5= 6X6= 0-3-0 � 2X5111 � T TT 9102 2-0-0 B2 3X3111 B3 5X5= 5X5= 5X5= 4X4= 5X5= 4X4= 5X5= 5X5= W=3X5= 5X5= 6X6= 5X5= W=3X5= 2X5111 W=3X5= 5X5= 3X3111 0-4-0 0-4-0 -$ 7-2-8 11-10-8 z 1 e 7-10-8 o B 30-0-0 Over 2 Supports R=1727 W-3.5" R=1966 W=3.511 ` slillt.YC�a � PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 6.33.'0 ,,,-0vR•R�Fjd ;, FL 3 - R Scale =.25" Ft. -"WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. COX .�� • '_":� T C L L 40.0 P S F R E F R151-- 8536 REFER 70 BCST I-03 (BU ILDINf,COMPONENT SAFETY INFORMATION). PUBLISHED DY TPI (TRUSS PLATF INSTITUTE, 583 ..... RIO OR., S0'TE 200, MADISON, W[ 53119) AND WIC" (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. • 'I [ (� TO PMADI CHORD SHALLAVEAVEQ PR U REDLY ARTTACHEDS STRUCTURALP PANELST AND11111 BOT TOMO CHORDNl SHALLS U LESS HAVE AT PROPERLYI ATTTACHED •IF D, 5918 S7 T C D L 1 0'D P SI DATE 0 7/2 0/0 4 RIGID CEILING. u BC DL 5.0 PSF DRW HCUSR151 04264002 •'IMPORTANT*'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STATE OF •' (` ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY]ATION FROM IH 15 OF SIGN; ANY {AILURE TU BUILD THE BC LL 0.0 P S F HC-ENG M N M/A F TRUSS IN CONFORMANCE WITH TPI:' I FA BR ICA7IN G, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. �'C DESIGN CONFORMS WITH APPLICABLE PROV LSIONS OF NDS (NATIONAL DESIGN SPEC, DY AFBPA) AND TPI. ALPINE CONNECTOR PLAT IS ARE MADE OF 10/18/16 GA (W.H/S/K) ASTM A653 GRADE 40/IS0 (W, K/H,5) GALV. STEEL. APPLY •��• • TOT.L D. 55.0 P S F S E Q N 27640 Products, PLATES 10 EACH FACE OF TRUSS ANO. UNLESS OTHLRWISE IOC A TED UN THIS OF SIGN, POSITION PER DRAWINGS I60A By OF 71pine EI1�1(ICCTCd PIOdUCIS, IiC. DRAA1YWINGPINpICA(INTE$ PA(CEP1ANf.F(IOFOPR OF15510N All FNGINFFRiNGERE SP ONSIBA3 OF PI[TYOUSOL..Y3. A SEAL ON THIS FOR THE I'D"COMPONENT '� ,�, D U R.FAC. 1.00 FROM J B I9501A'INIey DnVe Of SIGN SHOWN. THE SUI TAB I]ITY AND USE OF IIIIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Hflltle 338Cr BUT ..l 51GNER ./TPI 1 ....;-; i .. .,, :: ,,...,J/{ ".:aCI 16. 1S _ZO rT ertlfic AUliloriza i 1 5u THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825F PALEY RESD. ATLANTIC BEACH - F3) Top chord 4x2 SP #2 N F 2X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Trusses to be spaced at 16.0" OC maximum. BC 120 0.00 16.50 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. _I 7.6.8 24" 7 6-8 15" Typ. I� 3X3= 0-3-0 5X5= 3X3= 3X3= 3X3= 3X3= 3X3= 3X3= 3X5= � �9-10.2 2 0 0 + rl }8-1-2 1.5X4111 3X5= 3X3= 3X3= 1.5X4111 3X3= 3X3= 2X4111 rr 1.5X4111 3X3= 0-4-0 17-1-0 Over 2 Supports > R=623 W=3.5" R=630 . 0 PLT TYP. Wave TPI Design Crit: TPI-1995 STD 6. 3. 7�'• �F�C �'•.� `�' FL 3 R Scale =.375"/Ft.- -WARNING— .375" Ft. *REFER NT ON SCSI TRUSSES1 03 (BUI REQUIRE COMPONENT ARE IN SAFETV FABRICATION, LOON),HP VALISHED BY SHIPPING, (TR USS INSTALLING I NSTDI BU TE'NG.5 A3�` �,� �••� C3 TC LL 40.0 PSF REF R151 8537 D'ONOFRIO DR., SUFTF 2E 0, MADISON, WI 53719) ANO WTCA (W EDU TP USS COUNCIL OF AMERICA, 6300 EN7ERPR ISE LN F • • MADISON, WI 53119) FOR SAFETY PRACTICES PR90R TO PERFORMING THESE FUNCTIONS. UNLESS OTHFRWISF IN0 PATED� —.69087 �-' TC DL 10.0 P S F DATE 09/20/04 TOP CHORD SHALL HAVE PROPERLY ATIACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED( RIGID CETI.TNG. t **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -/v.� 7A OF BC DL 5.0 PSF DRW HCUSR151 04264003 PRODUCTS. INC. SHALL NOT BE RLSPENSIBLE FOR ANY DEVIATION FROM iIILS UE SIGN; ANY FAILURE TO GUILD THE POS. � .•:• B C L L 0.0 P S F HC-ENG M N M/A F ALPINEApneeed INUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING R BRACING OF TRUSSES. II�� DES E,N CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. AY AFRPA) AND TP1. ALPINE (�F,� CONNECTOR PLATES ARE MADE OF 20/18)16 GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,SJ GAL V. STEEL. APPLY •• �` T 0 T,L D. 5 5,O P S F S E A N 27626 PLATES 10 EACH FACE OF TRUSS AND. DNIFSS OIIIFRWISE LOCATED ON THIS DESIGN, POSITION PER DRAWI NOS 16OA 7 ANY INSPECTION(IF PLATES FOLLOWEDBY (i) SHALL BE PER ANNE% A3 OF TPI1-2002 SEf,.3. A SEAL EN THIS I' ppucts, nC. DRAWING IND ICAiES ACCEP LANCE OF PROFF SSI ONAL ENGINEERING RESPONSIBILITY SOLEIV FOR THE TRUSS COMPONENT I , DUR.FAC. 1.00 FROM JB 1950 Marley Drive 1 -1 SNOWN. THE SIIIIABIF FTY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RLSPONSIBILIFY DF THE 7�� ...�n;".. Haine W' 51r,NER /TPI I .,. .. - $e °^. '.� ..�.^. - ,-1, _ �,>_�, rL i:ertifica 'Y`fiG(11 'W'it iz h,n .�., 1 J l THIS DWG PREPARED FROM COMPUTER INPUT (LOAD- & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825F-PALEY RESD. -- ATLANTIC BEACH - F2 2 PLY) Top chord 4x2 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 4x2 SP #2 N :62, B3 4x2 SP #1 Dense: Webs 4x2 SP #3 See DWG CNSY42PL1103 for connection details of 2 ply trusses. N=8 See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.00 / PLATE DUR,FAC.=1.00) Max JT VERT DEFL: LL: 0.47" DL: 0.17" recommended camber 1/4" TC From 67 PLF at 0.00 to 67 PLF at 30.00 BC From 7 PLF at 0.00 to 7 PLF at 30.00 Deflection meets L/360 live and L/240 total load. TC 1493 LB Conc. Load at 17.38 Trusses to be spaced at 16.0" OC maximum. Truss must be installed as shown with top chord up. i _1 24" _1 � 1400 � —1400 111 5X5= W=3X5= 0 3-0 6X6= 5X5= 5X5= 5X5= 4X4= W=3X5= 2X5111 5X7= 5X5=2X5111 5X5= 5X5= = 6X6=— 0 3-0 TT } 9-10-2 2-0-0 62 3X31115X5= 5X5= 5X5= 4X4= B35X5= 4X4= 5X5= 5X5= W=3X5= 5X5= 6X6= 5X5= W=3X5= 2X5111 5X5= W=3X5= 3X3111 0-4-0 0-4-0 17 17 o- -a 7-2-8 11-10-8 2-1-s 7-10-8 0- -8 30-0-0 Over 2 Supports R=1727 W=3.5" R=1966 W=3.5" .` �uR R. PLT TYP. Wave TPI Design Crit: TPI-1995 STD 6.33..0 .-0 •••••••♦'•y , FL 3 R - Scale =.25" Ft. —WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. C� :i�� •: ','.� T C L L 4 0.0 P S F R E F R151-- 8536 REFER TO SCSI 1-03 (BU TIDING COMPONENT SAFETY INFORMATION). PUBLISHED BV TPI (TRUSS PLATE INSTITUTE. 583 MADISORIO UR., SUITE 200. MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTEPPRICA LN.(, • -�9g S7 * ;.T C D L 1 0.0 P S F DATE 09/20/04 MADISON, WI 53719) FOR SAFE IY PRACTICES Pft[OR TO PERFORMING THESE FUNCTIONS. UNLESS OTiIF RWISF INDICATED, ♦ O TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED I • +_ RIGID CEILING. r a BC DL 5.0 PSF DRW HCUSR151 04264002 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALIATION CONTRACTOR. ALPINE ENGINEERED STAT[OF ' PROOUCIS. INC. SHALL NDT BF RL SPONSIBLE FOR ANY DEVIATION FROM IBIS DESIGN: ANY FAILURE TO BIT ILD THE B C ILL 0.0 P S F H C-ENG M N M/A F ALPINE TRUSS 1N CONFORMANCE WITH TPI: OR FANRICATING. HANDLING, SHIPPING. 7NSTALLiNG B BRACING OF /BUSSES. �+ iD� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC„ BY AFRPA) AND TEL ALPINE L V CONN EC70R PLATES ARE NADE Of 2O(TU/16GA (H.B/S/K) ASTM A6S3 GRADE d0;60 (W, K/1.11 GALV. STEEL. APPI:Y • •••••• TOT L D 55.0 P S F S E Q N 27640 n PL Ai ES TO FAC'H FACE OI FRU IS AND. UNLESS OIHFR WISE LOCATED ON THIS UES IGN. POSITION PER OR AW INGS 16"A Z. • •• `� IDC En r1IICCCCd PCOdUGI$, 11C. ANY INSPECTION OF PLATES IN 0Y (i) SHALL BE PER ANNEX A3 OF tPit-2002 SEC.3. A SEAL OH THIS ��{.-.• C P F DRAWING 'NO If,A1FS Aff FPTANCE OF Pft F"SSITMT ENGINEERING OF SRLELY FOR THE TP.U SS C,OMPUNENT ,� '`, D U R.F A l 1.00 F R O M J B 1950 Marley Drive DESIGN SHOWN. THF SO',APILL TY AND USE OF THIS COMPONENT FOR ANY BUILDING, IS THE RESPONSIBILITY OF THE t+' { Hain e,l� 338 DO slr,NrR r/TPI t :., ...�:,,. '� ? �n.AC 1 ,N.:,.F r�..:.�r�r3 `r`i; ;emfic c5 r;:)horizat - �..._.. ,, .- —z 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825F-PALEY RESD. - ATLANTIC BEACH - F3) Top chord 4x2 SP #2 N + 2X6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Trusses to be spaced at 16.0" OC maximum. BC 120 0.00 16.50 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. I _I 7-6-8 —24"�+ 7-6-8 15" TYp• 3X3= 0-3-0 5X5= 3X3= 3X3= 3X3= 3X3= 3X3= 3X3= 3X5= � �9-10-2 2 0-0 �. 812 1.5X4111 3X5= 3X3= 3X3= 1.5X4111 3X3= 3X3= 2X4111 1.5X4111 3X3=- 0-4-0 X3=0-4-0 17-1-0 Over 2 Supports '1 R=623 W-3.5" R=630 list 0.i 0�.,; r, •........ ' PLT TVP. Wave TPI Design Crit: TPI-1995(STD) 6. 3. �'•ax PIFIC •••.� FL 3 R Scale =.375" Ft. AAWARNINGAA TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. .1' • :'� REFER TO BCSi i-03 (DUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRU55 PLATE INSTITUTE. SECT •� C: TC LL 40.0 P S F R E F R 15 1 8537 % U'ONOFRIO DR„ SUITE 2IT MADISON, WI 531I9) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN • • MADISON, WE 53719) FOR SAFETY PftACi1f,ES PRIOR 10 PERFORMING THESE fUNLiLONS. UNLESS OTHERWISE INDICAL EDf : �'��ST °' TC DL 10.0 P S F DATE 09/20/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AI IACHEDL y ' RIGID CEILING. • TK • t "IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED TA OF BC DL 5.0 PSF DRW HCUSR151 04264003 PRODUCTS. IN6. SHALL NOT BE RESP"NSIBLE FOR ANY DEVIAIION FHUM THIS DESIGN: ANY CALLED 10 BUILD THE q •. ' B C L L 0 0 P S F H C-ENG M N M/A F ALPINE 55 IN LONFGRMANLE WI1H TPI: UN FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. O �••• DESIGN CONFORMS H1T 11 APPLICABIF PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY A4 APA) AND TPI. ALPINE CONNECTOR Pt.AiFS APF MAGE OF 2O(18/16GA (W.H(SjK) ASTM A653 GRADE 40/60 (W, K/H,5).GALV. STEFL. APPLY •• �, TOT.L D. 55.0 P S F S E O N 27626 PI RTES TO EACH FACE OF TRU55 ANO, UNLE 55 OT HFRWISE LUCATFD UN THIS DESIGN. POSI1fUN PFR URAW INUS 160A 1. �� •• ,� BE X A3 OF L TNT 71ppine EDg1DCCLCd Products, I1C. DR AWiNGAllPIND[CATES PACCEPTANCECATES OOFDPROFESSIONALL FHGINFFRINGERF SP0N5IBIL ITY005Fl SFLV;FOR T11F TRUSSAl,ONPONENT ,, �„+,�'{,` DUR.FAC. 1.00„ FROM JB r,r, IinC Marley DnYB DF SIGN SHOWN. THE SRI TABILTIY AND USE OF ]HIS COMPONENT FOR ANY BUILDING IS THE REIPONSIBILIIY OF THE �(� 7��. Haine 338 .. BU ., SISNER ;/rPI T .s - `..,. ... .. -�. --1 "' .—"" t':ertifica �£JCaihonzat L C I THIS DWG PRLPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825F PALEY RESD. -- ATLANTIC BEACH F4 2 PLY) Top chord 4x2 SP #1 Dense 2 COMPLETE TRUSSES REQUIRED Bot chord 4x2 SP #2 N Webs 4x2 SP #3 See DWG CNSY42PL1103 for connection details of 2 ply trusses. N=6 SPECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 67 PLF at 0.00 to 67 PLF at 6.37 CHORD SPACING(IN OC) START(FT) END(FT) BC From 7 PLF at 0.00 to 7 PLF at 6.37 BC 70 0.25 6.12 TC 630 LB Conc. Load at 1.19, 2.52, 3.85, 5.19 Trusses to be spaced at 16.0" OC maximum. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. HANGER= SIMPSON'S THA422-2 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 15" Typ. 3X5= 3X3= 3X3= 3X5= T 2-0-0 2-0-0 h8-1 2 2X4111 3X3= 3X3= 3X3= 2X4111 --6-4-8 Over 2 Supports R=1493 R=1493 1,0 ,loft R.`-1111 1'.7Ly`s % 011 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 6.3X3. 1F�C •'••� FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. ��' ` : �: T C L L 4 0.0 P S F R E F R 1 5 1 8538 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBL ISIIED BY TIT (TRUSS PLATE INSTITUTE, 583 U'ONOF RIO DR.. SUITE 200. MADISON, NI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN O.69 �� MADISON, WI 53719) FOR SAFETY PRACTICES PRIOP TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE TNDICATED,X • V . .'' T C D L 10.0 P S F DATE 09/20/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED J� RIGID CEILING. B C D L 5.0 P S F D R W STA E OF HCUSR151 04264004 **IMPORTANT**FURNISH A COPY OF THIS DESIGN i0 7HE IN51 ALL0.TION CONTRACTOR. ALPINE FNGINEE ED �• , PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY iAILURD IU BUILD TIIE • ry +, •••.* B C L L 0.O P S F H C-ENG M N M/A F ALPINE TRUSS IN CDNFURMANCE WT TO TPI; Cl FABRICATING. HANDLING. SHIPPING. INSTALL TNG& BRACING OF TRUSSES, x DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE �• f.ON NNFC TIIR PLATES ARE MAGE OF 2U/]B/16GA (W,IT AS1M A65 GRADE 40/60 (W, K(H,5) GALV. STEEL. APPLY *�•'• T 0 T..L.D. 5 50 P S F S E Q N 27629 PLATES TO EACH FA Cr OF TRUSS ANO, UNLESS OI HERWISE LOCATED ON THIS DFS IG N. PO 51710N PER DRAWINGS 160A Z. • ,� ANY INSPECT TUN OF PLATES FULLOW ED HY (i) SHALL BE PER ANNEX A3 OF TPIT 2DO2 SEC.3. A SEAL UN IRIS l �Alpine EI1g1IlCCLP,CI PI'OdUCCS, 11C. DRAWING INDICATES ACCEPTANCE OF AROFESSIONAI ENGINEERING RESPONSIBILITY SOLELY FOR TNFTRU55 COMPONENT ,I DUR.FAC. 1.00 FROM UB 1950 Marley Drive DESIGN SHOWN. THE SUIIAOIIITY AND USE OF THIS CDMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE I�r .-Raine . 338l Bu> sIGNFR ...,,/rPI1 a ��.'�C1N� _1( TI - �ertlfica a L'L o' ah _ -ten. Y 710 CONNE"T" W", D Ej F1 1 A 1 L T f�' I I A 'I 1 PL, I FIGURE 1: WEB TRULOX PLATE CONNECTION SY'STENI 42 CONNECTION NOTES: i FI G L'�R E SINGL-E SHN-:AR BLOQ_X' WEB TRUL0\ PLATE CONNECTION' `N" & "C" ARE THE REQUIRED NUMBER OF 0,120" X 1,375" 1 CONNECTION AT CONCENTRATED LOAD MAY BE USED WHEN TRUSS IS NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX --------2X6 OR 2X8 #3 OR LOADED WITH UNIFORM LOAD PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED IBETTER SHEAR BLOCK, --j,- AND/'OR CONCENTRATED LOADS DESIGN REFERENCING THIS DETAIL, [ PLACE BLOCK IN KEYWAY AT RANDOM OR O.C. SPACINGS, IS THE REQUIRED NUMBER OF 0,131" X .5 AND CONNECT TO EACH ------------ NAILS, OR EQUAL, PER FACE PER PLY FOR CTSF WITH TRULOX PLY WITH (3) iOd COMMON EEEP'PLATE CONNECTIONS AS SPECIFIED ON THE ENGIN 48 x 3") NAILS, S SEA�il) DESIGN REFERENCING THIS DETAIL. j I REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. T 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON1 (0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. —-------- ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR (D8 FIGURE '13: STACKED CHORD OPTIONAL TIE LAI ON NEAR MIDSPAN FOR TRUSSES OR s NARROW FACE OR I cl COMMON WITH ONLY UNIFORM LOAD- TRULOX PLATE CONNECTION (0,148" x 3") NAIL IN WIDE FACE, 4X6 TRULOX FOR P = 2900# MAX. CROSS SECTION DETAIL 6X6 TRULOX FOR P 44001# MAX, J 1-� 7 ---------------- CROSS SECTION DETAIL - - I �'. I ------------------- LONG MAX LOAD 3,/4 THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG 3 5" LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. VERTICAL WEB LENG i BLOCK SIZE P ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB,' dk F% V_ __�I) 2x6 1500# (1) 2x8 11000# 2 5"i %,3) 1 FIGURE 2: CHORD TRULOX PLATE CON NF:CTION! _-_— _ (2) 2x6 3000# L (2) 2x8 35004 1 CHORD TRULON PI.ATES CONNECTION MAY BE USED WHEN TRUSS Is LOADED WITH UNIFORM LOAD MEMBER I MEM BER 2 AND CONCENTRATED LOADS (2) 3X6 TRULOX PLATES. ATTACH WITH 0.1 33 i"XI,37 5" NAILS TO 1.5 SIDE FIGURE 6: DOUBLE SHEAR 'SPACED AT 24' O.C. OR LESS, OF MEMBER I SYSTEM 42 CHORDS AS SHOWN THEN BEND 90- AND ATTACH ----------- I'D 35" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE BLOC. NS CONNECTION AT H, CROSS SECTION DETAIL STARTING WITH MEMBER 2 WHILE OFFSETTING TRUILOX PLATE LOCATION CONCENTRATED LOAD (C BY 4 , SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONC 1 5"� > ENTRATED LOAD LOCATION CROSSETAIL SECTION , J D yi __T NAIL PLATE IS TO BE APPLIED TO B A THE INSIDE FACE OF THE TRUSS l . SUPPORTING THE CONCENTRATED 9,0" LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE` 2' 6 MAX— __ OVER THE TOP CHORD OF THE TYPICAL SPACING PLY AND NAIL AS SPECIFIED. GX18 TRULOX PLATE (2) 3X8 TRULOX PLATES TO BE BENT AS SHOWN. 2X6 OR 2X8 #3 OR BETTER SHEAR BENT AND APPLIED AS SHOWN. CONCENTRATED LOAD PLATES TO BE POSITIONED MUST BE APPLIED BLOCKS PLACE BLOCK IN KEYWAY APPROXIMATELY 1/4" APART FOR DOUBLE STACKED CHORDS TO THIS FACE. AND CONNECT TO EACH PLY WITH SPACED AT 2' 6" MAXIMUM USE (2) 3XIO TRULOX PLATES, (3) 10d COMMON (0.148" x 3") NAILS O.C. BETWEEN PAIRS, REPLACES DRAWINGS 1.070,978 798517 T620,124 & T615,489 PSID REF SY42 CONNECTION -WARNING- 1pLl"Es PFQU�PT EXTREME, CARr IN FAFPTCATJN�,�, HNN,h ING SHIPPMG, !N', ALL IN'u AND TC LL Rp c F, ' r6"pic lu •0 i A INC, UER s IMMANG COMPONFNT SAFE.� NrOPIIATMN�, PUBLISHED BY 'PI TRO A UITE MEll,ON, dal 53719, AND 'WT(A�%,UDD TAU--, COLNChc 'rl ATE IN'l;ME 583 D'UNOF�10 DP, ,'ON, -* TC DL PSF DATE 11 6300 1NTCPFFJ',E LN, KID!- V1 53719,FOP �AFET� PP4CTIFE' PPIOP TOP /26/03 DF AIE R�� ' No.$96 7 T 11C 'Ni' NTlfFjNS I'� 0 T H,-R'd f S, PNIJKAIED, TOP CHOF-D 'HA,A, HAVE P GPERL�'AT-ACHED L� P, P1151P CEILING K DL PSF DRWG CNSY42PLI103 STIUClUFAL PAN[: - A TJ TTOI� 'HOPD S4A�L FA,F A PPOPE�LY ATTACHED No "lPflPT�NT.- FURN17H CUP, OF TH�S LIPStl`N TO !N�TMLATID4 COIN{ ALPINE EW31N[FpFTl • STAT OF N 10N FPP DESICNi ANr FAILLPE 10 d%.,&7jSTAT OF —ENG NILIJ 'KAR _IALI BE PE�PUN',sBLE FD AN� TiEV1111, ,ki HI • BC LL TSF "rlFN N1 CF, 1�!Tli 1 UP H,�PO, T14� MUA�LiN,'_�A 0 _MN 0 �NATDGNAL DE-;CH' AjN S.PCC, C, 'ot FOP- WJ�H �FtLlrABLI -10"I F ND, I TOT, LD. PSF AF I MAPF -I Ac Ald� 'IINLFSS Of$ E��HFA' ti lt! 71P F C r twFC Hy 1, SPAu, DUR, FAC, 1.00 I IFHT TH THE, THE PIJILDP�G SPACING PAGE 1 Date: 09/17/2004 MANNING BUILDING SUPPLY LOG #: D0825 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: SCOT BURNEY Pitch: /12 Customer: COALSON & KELLY CONT. Job Name: PALEY RESD. Address : Address: ATLANTIC BEACH Designer: JB ------ -- - - --- -- --- ------- --- -- -- - - - ---- - -- ----- -- -- -- - ----- -- - ------ ------- - Left Right Qtyj Span I O.H. O.H. Description - ------- - -- -- - ---- ------ - -- - - - -- -- - ---- ---- --- - - --- - - ---- - - -- - ---- - - -- 2130' 121 12' JAI 2130' 12' 12' IA2 2 1 30' 121 121 IA3 21300 , 21 I2` IA4 4130' 12' 12' IA5 930' 12 ' 12' , A6 8 11. 121 101 111 CJ 4R 4L 8131 12 ' 10' 13 ' CJ 4R 4L 815' 12 ' 10' 15' CJ 4R 4L 187' 12 ' 10' 17 ' EJ NC 49'10"1 12191115 10' 17 ' HJ D45 --- --- -- - ----- ---- ------ ---- ---- --- ------------- --- - - ---- - --- - ------ -- PP 21 - Trusses 0 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 46 - Jacks 0 - # of Beams 0 - # of Rim Board - ----- --- ---- --- -- --- 67 - Total Trusses �- 30' —i WARNING NOTE 1 . DO NOT CUT OR ALTER TRUSSE TAPPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND RMOUN TRUSSES WILL BE BUILT IN S ACCORDANCE WITH THIS LAYOU 3. NO BACKCHARGES ALLOWED, UN Al IN WRITING BY TRUSS PLANT R2 4 . APPROVED BY : APPROVAL DATE : DEL. DATE A BUILDER TO CONY. FRAME ROO AND O.HANGS AS NEEDED. BUILDER TO FRAME DOWN CEIL ' AS NEEDED. R6 BUILDER TO BUILD UP WALLS MATCH TRUSSES AT HIGHER PL c� m Ln cy' ALL WALLS SHOWN ARE LOAD B UNLESS NOTED OTHERWISE . JOB : DO825 COALSON LOC : ATLANTIC BEACH PLAN : BiE DESIGNER : James Brat( R4 A3 A2 MANNING BLDG . Al 11155 PHILLIPS PKWRY PH JAX. FLA. 32256 1 30' °: ". ,. r � �� ©». ��» :�: . «<� :� � ?� yy$ § �� ^©: � � � �� ~�$ - / �� , . , . � � ■ `° I r i I ti I i i i i I I i i THIS DWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825-PALEY RESD. - ATLANTIC BEACH Al) Top chord 2x4 SP #1 Dense 120 mph wind, 20.81 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #1 Dense Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #1 hip supports 7-0-0 jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) BC 38 0.29 29.71 Deflection meets L/360 live and L/240 total load. 12X14(R) \N 3X5= 1.5X4 M 3X5= 12X14(R) �B 1.5X4 1.5X4% 6 r 6 3-10-3 19 3-0 3X5= 3X6= HS412= 3X6= 3X5= 4X16(63) = 016(B3) z-oo z o 0 I, 7-0-0 J— 16-0-0 J— 7-0-0 _I 30-0-0 Over 2 Supports J R-2892 U=1998 W=3.5" R=2892 U=1998 W=3.5" 1.i01, R.pj0. d, PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 (STD) 6.33. IF '•• l� �� FL 3 R Scale =.1875" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDL INC,, SHIPPING, INSTALLING AND BRACING. E- • • .� REFER TO BCST 1.03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583[ = 0 �: TC LL 20.0 P S F R E F R 15 1 8524 D*ONoFR 10 DR., SUITE 200, MADISON, NI 53 719) AND WTCA ('000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN(, MADISON, WE 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING IHESE FUNCTIONS. UNLESS OTHER'ISF INDICA TE OA o.59687 :�' T C D L 7.0 P S F DATE 09/17/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL. PANELS ANB BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED( i 'a RIGID CEILING. ! �( • t- BC DL 10.0 PSF DRW HCUSR151 04261274 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AI PINE ENGINEERED L'• • TATE OF ALPINE PP000CTS. INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN: ANY LAI TO BUILD THE ' BC LL 10.0 P S F HC-ENG M N M/A F TRUSS IN CONFORMANCE WITH IPI; OR FABRIC,ATIN G, NANBL IN G, SHIPPING, INSTALLING 8 Bft ACING OF TRUSSES. ••� ��.•,* _ (� DESIGN CONFORMS WITH MAPRADEIOF PE PROVISIONS OF NDS (NATIONAL DESIGN G. BY AFBPA) ANO TPI. ALPINE ' ••• ,, , T O T L D 47.0 P S F S EON 21999 I f,O NNECTOR PL.AYES ARF MADE OF 20{18!166A (N,H/S{K) ASTM A653 GRADE 40/60 (N. K/H.S) GAL V. STEEL. APPLY PLAITS TO EACH FACE OF TRUSS ANO. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A 1. •• ,a ANY INSPECTION OF PL A7ES FOLLOWED BV (i) SHALL DE PER AM A3 OF TPI I-2002 5Ef.3. ALS EAL ON THIS I171i1C Ellglnaered Products, TIC. DRAWING INDICATES ACCEPTANCE OF PROFES5I.NAL ENGINEERING RESPONSIBILITY SOI.ELY FOR THE TRSS COMPONENT , � D U R.FAC. 1.25 FROM J8 1950 Marley Dnve BEST SHDWN. TN SUIIANIL(TY A D OSE OF THIS OMP.NFNT FOR Y BIIIIDING IS THE RFSPONSIB TTY 9F THE _ I a ,Vaines 338 Hua ,: IGNER .. ;TPI I .•. . Se �..� CIN( ' X4.0 J ISG .,__Z04 s -4 L e` ifi a ifiUuFSnzab '�u I''" �..:. (D0825PALEY RESD. ATLANTIC BEACH A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 21.31 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT I1, EXP C, wind Webs 2x4 SP #3 TC DL=3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 54 0.29 29.71 5X7= 1.5X4111 5X7= 1.5X4 1.5X4% 6 6 4-10-3 19-3-0 3X5= 5X7= 3X5= 3X5 (Al) = 3X5(Al) z-o-o 20 0 L 9-0-0 I 12-0-0 l 9-0-0 i fE 30-0-0 Over 2 Supports R=1530 U=1163 W=3.5" R=1530 U=1163 W=3.5" still# 1-V oft It.N PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 6.X3. •1'• f�C �'•.� �' FL 3 R Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INS1ALt TNG AND BRACING. EL 4 , T C L L 20.0 P S F R E F R 15 1 8 5 2 5 REFER TO'CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 . . E.' D'ONOFRID DR.. SUITE 200. MADISON, NI 53 19) AND WTCA (WOOD i' USS COUNCIL Of AMERICA, 6300 ENTERPRISE INt MAUI SON, WE 53]19) FOR SAFETY PRALiICES PRIOR i0 PERFORMING THESE FONCTION S. UNIT SS OTHMERWISE TNOFCATEB� Q�69687 • ''- T C D L 7.0 P S F DATE 0 9/1 7/0 4 � TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAIL HAVE A PROPER TV ATTAC HE D� L. RIGID f.EILING. **IMPORTANT**FUq NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,. TA OF BC DL 10.0 PSF DRW HCUSR151 04261275 ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILp THE .O �,�••�.' B C L L 1 0.0 P S F H C-ENG M N M/A F TRUSS IN f.DNFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING& BRACING OF IRUSSE S. (- DESIGN CONFOR M5 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 0FSIGN SPEC, BY AFAPA) ANB TPI. ALPINE CONNECTOR PLA IS ARE MADE DF 20/18/16 GA (N.H/S/K) ASTM A653 GRADE 40/60 (W, K/H,5) GAL V. STEEL. APPIY 0 .. �, TOT.L D. 47.0 P S F S E Q N 22002 PLATES 10 EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED DN THIS pISION, POSITION PER DRAWINGS 16CA Z. IF • 1pine Engineered Products, nC. ANY INSPFf.TION OF PtATFS FOLLOWED DY (1) SHALL BE PER ANNEX A3 OF TPI1-2002 SEf,.3. AL ON THIS , , • D U R.FAC. 1.2 5 FROM J B I95�Marley Qf1VC DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFERING RESPONSIBILITY SOIELY FOR THE TRUSS COMPONENT I +,i, ` 1 E{y1peS 338 DE 57 SHOWN;GNEP IH SVITA9'IF I T1 AND I1SE OF THIS fDMPONENI FOR NY BUILDING 15 THE FE SPINSIB ITY OF THE °i�)s ,,, . s ��,; BDI - .- -.- .- .,-_ Se �4 ..._� _. :C I N( .- _'4.0 JIB -1SG Z04 - THIS PWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825-PALEY RESD. ATLANTIC BEACH A3) Top chord 2x4 SP #2 N 120 mph wind, 21.81 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4,50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP #3 TC DL=3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 55 0.29 29.71 5X5= 1.5X410 5X5= 1.5X4!!! 1.5X411! 6 r— 6 5103 19-3 0 3X5= 5X7= 3X5= 3X5(A1) = 3X5(Al) 2 0 0 "0- 1— 11-0-0 _1_ 8-0-0 1— 11-0-0 J 30-0-0 Over 2 Supports '1 R=1530 U=1180 W=3.5" R=1530 U=1180 W=3.5" 0.{Iliiiy L7 IL Ria PLT TYP. Wave TPI Design Crit: TPI-1995 STD 6.3 r. � '�•�•�f�C�•'�.� FL - 3 R - Scale =.1875" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. (' • •. REFER TO BCSI I-03 (BUILOING COMPONENT SAFETY 7NFORMAiION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 • �. TC LL 20.0 P S F R E F R151- 6526 L-LNOFRIO DR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 630D ENTERPRISE LN,� • ! !! (` MOPICHOft DWSHALLIHAVEOPROPERLY ATTACHEDS STR UCO iURALPPANELS IA NDNG TBOT TOMHESE UCHORDNS NALUNi1A VE OTPROP ERLISEYIADTT ACHED CAIFD '*,. TATr-- O.O�V177 ' .L. TC DL 7.0 P J F DATE 09/17/04 RIGID CEILING. • 'F OFBC DL 10.0 PSF DRW HCUSR151 04261276 *'IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDp (� (` LIISINA I,,(ALPINE PRODUCTS. INC. SHALT NOi BE RESPONSIBLE FOR ANY DEVIATION FROM TNiS DESIGN; AHYFAILURE TO BUILD THEJC LL 10.0 PJF CEN N1'1/AF TRUSS IN CONFORMANCE WITH TPI: OR FpOR[f ATING. HANDI.TNG. SHIPPING, INSTALLING R BRACING OF TRUSSES. B l7 /'lDESIGNCONFORMSWITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC, BY AFRPA) AND TP[ ALPINE (` (� (�ONNECTOR PLATES ARF MADE OF 20/19/I6GA (1."1111) ASTM 1653 GRADE 40/60 (W. K7H,5) 6111. STEEL. APPLY � TDT LD 47.0 P J F SEQN 22005 ,] PLATES TOEACH FACEOFtRUSSAND, UNLESSOHERWI SELOCAIDONIRSDESIGN, POSITION PER DRAWINGS 160AZIIlC Ej1 lI1C�C(]PI'Od11Ct$� ❑C. ANYINSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF 1111 2002 SE C.3. A SEAL DN THIS {, DUR.FAC 1.25 FROM JBpg DRAWING INDICATES ACCEPTANCEOFPROFESSIONAL ENGINFFRING RE5PONSIBILITY SOLELY FOR THE TRUSS COMPONENT1950 Marley Drive SHON. THE SUITABILITY AND [ISE OF THIS (1MPANFNT FOR Y BUILDING 16 NF RFSPONSIBI TTY OF THE 4a;neB 338441k GNER P FP, 15 ;r,< _. ` ,. ..: ,:IeP .u. :.,t :-,F�INGU� 4.0'� JR , ='1 SG Z04 ti'"r hifica : 6-wri 'o - — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825-PALEY RESD. -- ATLANTIC BEACH- A4) Top chord 2x4 SP #2 N 120 mph wind, 22.31 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP #3 TC DL=3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 56 0.29 29.71 5X5= 5X5= 3X5% 3 X 5 6 r- 6 6103 fl 131 19-3-0 1.5X4111 5X5= 5X5= 1.5X411! 3X5(Al) = 3X5 (Al) 2 0 0 20 0 I_ 13-0-0 _I, 4-0-0 _1_ 13-0-0 _I 30-0-0 Over 2 Supports R=1530 U=1196 W=3.5" R=1530 U=1196 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 6.3 �•' F l� FL 3 R - Scale =.1875" Ft. •`WARNING`t TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. �_ • < T C L L 20.0 P S F R E F R151- 8527 REFER TO BCSI 1-03 IBBILDING COMPONENT SAFETY INFORMATION), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE. 583r • �: �., U'ONOFR IO DR., SUITE 200. MADISON, WI 53719) AND WiCA (WOOD TRUSS CBUNCIL OF AMERICA, 6300 ENTERPRISE LNC. • t ! • y /� (` (] MADISON, WI 5" I FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDT1C%EDF • N y9 v111{� •� 1,;. T 1. D L 7.0 P J F DATE O 7/1 7/0 4 TOP CHORD SNAIL NAVE PROPERLY ATTACHED STRUCIURAI PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AT ACHE LIU `R RIGID CEILING. • �- BC DL 10.0 PSF DRW HCUSR151 04261277 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED'; ATE F -' �` LI LSI F,,I ESI I.,I ALPINE PRODUCTS. INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE ' B C L L 10.0 P J F H C-ENG M N M/A F TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING A BP ACING OF TRUSSF S. �•.��• L. Y1 DESIGN CONFORMS WI TU AP PI.ICABLE PROVISIONS OF NDS INATIONAL 0S LGN SPEC. BY AF&PA) AND TPI. ALPINE CONN F CTOR PLATES ARE MADE OF 20/18/16GA 1%"11/K) ASTM A653 GRADE 40/60 (W. K/H,5) GALV. STEEL. APPLY ••• `1 T 0 T.L D. 47.0 P S F S E Q N 22008 PLATES TO EACH FACE OF TRU 55 AND, UNLESS OTHERWISE LOCATED ON.THIS DESIGN, POSITION PER DRAWINGS T60A-Z. • ' , {{ (` E](�N,E 7 71piine EI1g1DCCiC(j l�rOdUClS, CIC. ANY DRAWING f NLifCAfOS PACCEPTANCE OOFOPROFFSSfONALI ENGINEERINGR AN ERESPONSIBILITYF10SOLELS'EC QFOR THE TRUSSAIN THISCOMPONENT , OUR.EAI.. 1.25 FROM JB 1950 Marley Drive DESS SH NN. H SUITABILITY A 0 USE OF THIS OMPONFNT FOR V DUM DING IS THF RFSPONSIB TTY OF THE , ..��i 3a nes 3384, Bun . GNER P ,:.TPI 1 -.. .ey�eP ,.;� F.: :: y I N( 4.C) � .,;- A z:lSG Y„i" Z04 FY '''Ificate fG 'o' — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825-PALEY RESD. -- ATLANTIC BEACH A5) Top chord 2x4 SP #1 Dense 120 mph wind, 22.81 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #1 Dense not located within 4.50 ft from roof edge, CAT 1I, EXP C, wind Webs 2x4 SP #3 :W2, 143 2x4 SP #2 N: TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 63 0.29 29.71 5X5= 1.5X40\ 1.5X40 6 � 6 7103 W2 19-3-0 5X5= 5X5= 3X5 (Al) = 3X5 (Al) z-00 z00 I, 15-0-0 _I, 15-0-0 _I 30-0-0 Over 2 Supports J R-1530 U-1213 W=3.5" R=1530 U=1213 W=3.5" .� SVR R.pja i PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 6.3 ::0 ••S••!c••'•.y� FL/-/3/-/-/R/- Scale =.1875" Ft. *`WARNING"`TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. 'C • _ REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 r T C L L 20.0 P S F R E F R151-- 8528 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENRWISTERPRISE 1ATLN, • � MOPAD ISON CHOROWSHALLIHAVE O PR OP ER AIAACHEDSSTR UC TO At PPA NEL5I ANDTB O TiOMU CHORDNSNALLNHA HAVE ATPROPERL YIADTTACHED • N 086 aT •* T C D L 7.0 P S F .DATE 09/17/04 RIG CEILING. , i BC DL 10.0 PSF DRW HCUSR151 04261278 I "IMPORTANT*'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *TAT� OF00I . INCSHALL NOT BE RESPONSIBLE FUR ANY DEVIATIONFROM THIS DESIGN; ANY FAILURE TO BUILD INE �`• BC L L 1 00 P SF H C-ENG MNM/AF ALPINE FUSSINCONFORMANCE WIIH TPI; OR FABRIf,A71Nf,, HANDLING, SHIPPING. INSTALLING II BRACING OF TRUSSES.DESIGN CONFORNS HIIH APPL[CHOLE PNOVIBIONS OF NDS (NATIONAL OE SIGN SPEC, BV AFAPA) AND TPI. ALPINECONNFCTOR PLATES ARE MADE OF 20!18/I6GA (W,H/S/K) ASTM A653 GRADE 40J60 (W, K(H,S) fiALY. STEEL. APPLY • T0T.L D 47.0 PSF SEON 27592 PLATESTOEACFACEOFTRUSSNDUNLESSOTHERWISELOCAITO ON THIS DESIGN, POSITION PER DRAWINI ONGS 160&-Z.P AN 1pine Engineered Products, nc. DRAWINGPINDICCATEES ECTIO Of PACCEPTANCELATES FOLLOOFDPROFESSIONALLENGINEERINGFRESPONSIBAT OF I IL[TYOOSOLfLY3FOR IHE TRUSSACOMFONENT ,`, DUR.FAC. 1.25ANY F R 0 MJB BE IR 1950 Marley Drive pISI SHOWN. TH SUITABILITY A D IISF OF THIS OMPONFNT FOR Y Bl11I DING IS THF RESPONS[9 ITY OF THEHaneB 3sa BDa GNER , . l .,, , ,.CIN( ......;,_4.0 ..J. JZ04+,.v TPI1 ✓ , .�. �. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825-PALEY RESD. ATLANTIC BEACH - A6) Top chord 2x6 SP ¢P1 Dense :T2 2x4 SP #2 N: 120 mph wind, 22.81 ft mean hgt, ASCF 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N :B1 2x4 SP fel Dense: not located within 4.50 ft from roof edge. CAT I1, EXP C, wind Webs 2x4 SP '3 :143 21;4 SP #2 N: TC DL-3.5 psf, wind BC DL- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (DO825-PALEY RESD. ATLANTIC BEACH - 1' CJ 4R 4L) Top chord 2x4 SP #2 N 120 mph wind, 19.31 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 9 0.29 1.00 R=-181 U=207 6 � -1 19-9-4 0-10-3 0 10-3 19-3 0 2X4(A1) R=-15 U=180 L<--2-0-0—� 1-0-0 Over 3 Supports 7 R=410 U=670 W=3.5" ,-11111!?Ggry .``�V1t 10 F'. r PLT TYP. Wave TPI Design Crit: TPI-1995 STD 6.33'0 �,Q • •�•'•.y , FL 3 R - Scale =.375"o[Ft. *-A"WARNING""A TRUSSES REQUIRE FYTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. �I- • T C L L rl 0 Q P Sf R L F R I.J O J 3 0 REFER TO BC.SI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLACE INSTITUTE, SA3 . -- L D'ONO FR IO DR., SUITE 200. MADISON, WI 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 LNTERPRISE IN, i• : G (�" TOP I CHORD CST I HAVE OP ROPERLY AEI TTACHEDS SIR UCPRIOTURAL PPANE LS IANOIBOTTESEOMUC,HORDNSHAL LNHAVE AOTPROPERLY I ATDTACHED 7�� TC DL 7.0 P S F DATE 0 9/1 7/0 4 RIGID CEILING, S BC DL 10.0 PSF DRW HCUSR151 04261260 'AIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SPAT I NOT BE RESPONSIBLE FOR ANY DEVIAIION FROM THIS DESIGN; ANY FAILURE TO BURILO THE ALPINE TRUSS IN CONFORMANCE WITH TPI: UR FABRICATING, NANDLINC,, SHIPPING, INSTALLING 8 BRACING OF TRDGSES. T �,�F. BC LL 10.0 P S F HC /A F DESIGN CONFORMS WIN AP PI ICABLE PROVISIONS OF NDS LNAlIDIF . SIGN SPEC. BY AFBPN AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/N) ASTM A651 GRADE 40/60 (W, N/H.S) GAILY. STEEL. APPLY TOT.L D. 47.0 P S F S E O N 2 7 6 0 6 E� PI.AtES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOf,AT EO UN THIS DESIGN, POSITION PER DRAWINGS 160AZ. �� •• r, IPI11E EIIg1I1CCICd PiOdUCt$, r1C. DRAWING INpICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NSI 81l.I TY SOLELY TOR THE iR USS COMPONENT • ` ,`• D U R.FAC. 1.2 5 FROM D B ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PLR ANNEX A3 OF TPI1-2002 SLC.3 A SFAs ON IBIS 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BL110ING IS THE PESPONSIB TTY OF THE • 1 -ertifi atett, t,, c 3ti fh"' euT IGNER >>. .z:rPI 1 _ s. ..... -; a_.r . .. Sep , >: a.- .",C I N( .._. 4.C) J I SG i ._Zfl THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (DO825 PALEY RESD. ATLANTIC BEACH 3' CJ 4R 4L) Top chord 2x4 SP #2 N 120 mph wind, 19.81 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 33 0.29 3.00 6 T 20-9-4 TI R=25 U=180 1-10-3 1-10-3 R=42 U=180 19-3-0 2X4(Al) L<--2-0-0� 2-4-8 3-0-0 Over 3 Supports R=335 U=398 W=3.5" till 1i � to R. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 6.33. i--7-651FiC••••.y� i; FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. C' _ REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583C �••� C3 T C L L 20.0 P S F R E F R 1 5 1 8531 D'ONOFRI0 DR., SUITE 200, MAO150N. WI 53719) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LNC' • • MADISON, WI 53719) EOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDILATFU� 1 •696 ST TC DL 7.0 P S F DATE 09/17/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE DC '' Rlcm cEIU NG. " e TACT[OF BC DL 10.0 PSF DRW HCUSR151 04261281 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALI.AIION CONTRACTOR. ALPINE ENGINEEREDp ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE �• . Q�,�••••�• B C L L 10.0 P S F HC-ENG /A F TRUSS 1N CONFORMANCE WITH TPI: OP FABRICATING, HA NOL ING, SHIPPING, INSTALLING& BRACING OF TRUSSES. III�� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NAT IDNAL DFSIGN SPEC, BY AFRPA) AND TPI. ALPINE f,ONNECiOR PLATES ARE MAGE OF 20/18it6GA (W,/I)5/K) ASTM A653 GRApE 40/60 (W. K/H,5) GAL V. STFEL. APPLY �, T 0 T.L D 47.0 P S F S E A N 27609 PLATES t0 EACH FACE OF TRUSS AND. UNLESS OTHERWISE "CATER ON THIS DESIGN. POSITION PEP.DRAWINGS 160 AZ. �� •• • ,� ]pine Engineered Products, ❑C. ANY DRAWINGPECTION Of INDICCATES PLATE ACCIPTANCErot 00FDPROFFSSIGNALSHALL ENGINEERINGANNEX RESPONSIBILITYOOSOLELY3FOR THE TRUSSSEAL COMPONENT ,,` D U R.FAC. 1.25 FROM JB 1950 Marley Drive DESI N SHOwry. T StiTABIL 7IY D USE OF THIS fOMPONFNT fOR NY RU III IHG I TNF IESPONS iB ITY OF THE , '/y ..';..,,Haines 3384' BUIL IGnea .'TPI 1 :v ., a ::Se _ ,.4 .,.� I.., ,. .:CINE,. �.:_'4.0 O 1SG�'��__-_ZO#.. 'I ertifica ciSufnoriza'lf' "6!' "` THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825-PALEY RESD. - ATLANTIC BEACH 5' CJ 4R 4L) Top chord 2x4 SP #2 N 120 mph wind, 20.31 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 57 0.29 5.00 R=100 U=232 21-9-4 6F— T 2-10-3 2-10-3 R=87 U=180 1930 2X4(Al) Lle-2-0-0--:,J 2-4-8 2-7-8 �-5-0-0 Over 3 Supports R=403 U=403 W=3.5" 0OIL R.Bray PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 6.a3. ?••••••••'C•�••.� FL 3 R - Scale =.375" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. • ; T C L L 20.0 P S F R E F R 1 5 1 8532 PETER TO BCST 1 03 (BUILDING COMPONENT SAFE fY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 �' D'ONOFR IO UR., SUITE 200, MADISON. W1 53]19) AND WTCA (WOOD (PUSS f,O UNCIL OF AMER ICA. 6300 ENTERPRISE LNC O.696�7 : C_L MADISON, WI 5311 9) FOR SAFETY PRACTICES PPIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHFRNISE IND ICATED� • • . .. T C D L 7.0 P S F DATE 09/17/04 TOP f,H OR SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATT ACHEO J� �' RIGID CEILING. ^ BC DL TT 10.0 PSF DRW HCUSR151 04261282 • —IMPORTANT** FURNISI{ q COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR- ALPINE ENGINEERED `; -/��y A OF ALPINE PROOUC.TS. INC. SHAtL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE •U v �,�••••• • B C L L 1 0.0 P S F HC-ENG M N M/A F TRUSS TN CONFORMANCE WITH TPI; UR FAB (GATING, IIA NDLING. SHIPPING. (NST AIL ING 8 BR ACINI,OF TRUSSES. (- DESIGN CONFORMS WITH APPL ICABIE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, 8Y AF BPA) ANO TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2O/181166A (W.M/S/R) ASTM A653 GRADE 40/60 iW. K/H.S) GAIN. STEEL. APPLY /� ••• • �' TOT L D. 47.0 P S F S E Q N 27611 PLATES TO EACH FACE OF IN AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OAZ. / • ,` �Ipiine En 1neeLed P�OdUCIS, nC. AHY INSPECTION OF PLATES FOLLONED BV (I) SHALL BE PER ANNE% A3 OF TP11 2002 SEC.3A SEAL ON THIS g DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT , ''` ',,, D U R FAC. 1.25 FROM J B 1950 Marley Drive N cunWN. iV cIIiTABIt.ITY 0 USE OF THI r'nMpnxcNT FOR Nv PlliIOING 1 TNF RESPONSI ITv OF THE :Haines 338� eu1 IGNER. rPI 1 ) �,Br'twiri a fAign rizanl#So r'' '. ._ :. >, _ - Sep .,. ,==4 .- a t ,.. D.CIN . . _4.0 r s, JIB_.= 1SGV, Z Ot ;: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (DO825 PALEY RESD. -- ATLANTIC BEACH 7' EJ NC) Top chord 2x4 SP #2 N 120 mph wind, 20.81 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.29 7.00 h-22-9-4 R=160 U=333 6 F- 3-10-3 3-10-3 19-3-0 R=131 U=180 2X4(Al) L<--2-0-0-->j 2-4-8 4-7-8 I^�--7-0-0 Over 3 Supports --� R=487 U=438 W=3.5" �1111fjo Ery � t,r7 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 6.3 «+C �'•.y� `' FL 3 R/- Scale "*WARNING"'TRUSSES REOUiRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. -E- T C L L 20.0 P S F R E F 8 1 5 1 8533 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY TNFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 r D'ONOf RIO DR., SU RE 200, MAY WI 53Z 19) AND WTf,A (WOOD TP.US5 COUNCIL OF AMERICA, 6300 ENTERPRISE LN,� • o+ • - MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TU PERFORMING THESE FUNCT TONS. UNLESS OTHERWISE INDICATED" ► `�!6 87 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED G 'k TC DL 7.0 P S F DATE 09/17/04 Co • 1 RIGID GE`LING. AAA r BC DL 10.0 PSF DRW KCUSR151 04261283 ""IMPORTANT**FUPNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • TryTE OF (� LJ(` (` ALPINE TR U.PROTS SC IN CONFORMA NCELH ITT H BTPIRESPONSIBLE OA OR RL AA'IN DEVIAI I.H A N DINING, SHIPPINDES[NSI ALL INGANY SFAILURE NGTOFBUILD TRUSSES. Q�' •• B C L L 1 0.0 P S F H C-E N G /AF DESIGN CON ODMS W1 TN APPLICABLE PROVISIONS OF NDS (NAT ID NAE DESIGN SPEC, BY AF&PA) ANO TPI. ALPINE R CONNECTOR IF ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,5) GAL Y. STEEL. APPLY / �� T O T,L D, 47.0 P S F S E V N 27613 PLAANYTES TO EACH FACE OF TP USS AND, UNLESS OTHERW LSE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. // •••• • (pine Engineered Products, nc. DRAWINGINSPtNOICATES PLATES ACCEPTANCETOFDPROFESSIONALSHALL ENGINEERINGERESPONSfBA3 OF fLITYII 00SOLELY3FOR T11E TPUSSACOMPONENT ,# ,, DDR.FAC. 1.25 FROM JB 1950 uley Drive DFS N cunWN. Tt 4n tnBIL[TY 0 cF OF tNLS DMPONFNT FOR NY Bt LLDING [ TNF RFSPONS IB TTY nF IF, a .:;IGNER TPI 1 ,.Se ..4 '4.0 J _^. ` 1SG '_ �_ZO4A- - C I Nth 1•� fic e t� 'iiibriza'o # o'i "` � ` , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0825-PALSY RESD. -- ATLANTIC BEACH 7' HJ D45) Top chord 2x4 SP #2 N 120 mph wind, 20.82 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP ##2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Webs 2x4 SP ##3 wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 6 11 8 setback jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) BC 91 0.29 9.84 Deflection meets L/360 live and L/240 total load. R=223 U-351 22-9-3 3X5% 4.24 3-9-14 3 9-14 0-4-3 1.5X4111 4X4= R=457 U=187 +19-3-0 2X4(Al) L<-2-9-15-1 -E 9-10-1 Over 3 Supports R-572 U-593 W=4.2" -11/IIIJ�y�� •,�wR R•Fia �;:N PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 6.3c . ��'�• FOC •'.� `i FL 3 R/- Scale `*WARNING USSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. cr REFER TO BCS. 1-03 IBUIL.DING COMPONENT SAFETY INFORMATION), PUBLISHED BY LOT (TRUSS PLATE INSTITUTE, 583 D T C L L 20.0 P S F R E F R151- 8534 D'ON0 FRED DR.. SUFIE 200, MADISON. WE 5371 9) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, fi300 ENTERPRISE LN,�' Cr o.59687 * L MADISON. WE 53]19) FOP SAFETY PRACTICES PRIOR .O PERFORMING THESE FDNGTIQNS. UNLESS OTHERWISE INDICA IED, T C D L 7.0 P S F DATE 09/17/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID GELLING. , BC DL 10.0 PSF DRW HCUSR151 04261284 *'IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `. STAT�OF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANI FAILURE TO BUILD THE ALPINE ROSS IN f0NFDRMANF.E WITH TPI: OR FABR"ATING. HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. ,Y' B C L L 1 0.0 P S F H C-ENG M N M/A F DE SIGH CONFORMS W71H APPL IC.ABIE PRVVISIONS OF NUS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES AREMADE OF 20/1B/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GA I.V. STEEL. APPLY �� ` T 0 T.L D. 47.0 P S F S E 0 N 2761 7 PLA LES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCAIED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPEfT1UN OF PLATES FOLL OWEp BY (i) SHALL BE PER ANNEX A3 OF TPIt-)002 SE f,.3. A SEAL ON THIS ,, (pine Engineered Products, nC. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ++`1,{ , D U R.FAC. 1.25 FROM J B 1950 Marlev I)dve DES u —.' T SIFTAHILITY D USE OF THI t'nMP"NFNT FOR NY BUILDING I THF RESPONSIB ITY OF THE ,C'CHaines 338 BDI GNER i RI T �, v . Sep 4 CIN .. '.4.0 :..> J 1SA _ZO& }' ertLSca e i nu "orizah �n i' '- s, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -r r ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 07-00000136 Date 2/16/07 Property Address . . . . . . 1330 OCEAN BLVD Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 6ft stockade --------------------- ---------------------------- --------------------------- Owner Contractor - ------------------------ ----------------------- PALEY, SEAN SUNSET FENCE, INC. 1330 OCEAN BLVD 12341 CLEAR LAGOON TRAIL ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 220-3050 ------------------------------------------------------ ---------------------- Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 8/15/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: Building Department Public Works&Public Utilities Departmentso r 800 Seminole Road 1200 Sandpiper Lane .CaMe' Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 . Kaluzniak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# '07- 00/S& Property Address f.73� vIAAAl elly'd Applicant: �1��.r� T eifi'-7,e-Ar 2e Project: Jr J'77 C 4 A-D h' �-n This permit application has been: �, / Approved as noted by the Department. Final application approval must come from the Building Department. F--1 Reviewed and the following items need attention: 77 V f F P. Please re-submit 2-copies of all revisions. - --sit felkubmit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: Date: Date Contractor Notified: - ----~-- f V FEB 1 4 2007 CITY OF ATLANTIC BEACH s. FENCE PERMIT APPLICATION Date: y` Ii PLEASE SUBMIT(3)COMPL`��TE SETS OF PLANS WITH APPLICATION. Job Address: 7� �� A, Y Owner's Name: C� Address: Phone: Legal Description: B ock Number: Lot Number: �-'' Zoning District: /4I441 ,q/ 41 b 4C 1 Fence Contractor: 1� l�S�z /0 C Cd1 Address: � ` /�!7,� l yV A �j�i_ �/4'� Phone: City: State: Zip:.3 Z Z Fax: '/ O�12 Z ® Type of fence and materials to be used: ��/f CG ��OC'�� / 1 �'��` �©©/� ov Valuation Of Fence:,V� �]Interior Lot ❑ Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: E]NO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. 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. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspo nce regarding this ap ation(please print). Name: Mailing Address: 2, 2wl e* 2- Phone:V77 2 00 V Fax: E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page I Revised 3/04/04 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 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 Owner: Date: AS TO OWNER: Sworn to and subscribed before me this day of 20 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced i Signature of Contractor: Date: '-/� AS TO CONTRACTOR: Sworn to and subscribed before me this �3 day of ,20 07 State of Florida,County of Duval Notary's Signature: e ms, p ssm •, Christina L.Sanchez personally known My Commission DD24a974 ❑ Produced identification or E*mS WOW t t 2007 Type of identification produced 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5500 Fax: (904)247-5545 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 3/04/04 } CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: er Building Department Public Works&Public Utilities Departments o r 800 Seminole Road 1200 Sandpiper Lane .Ca e Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 Kaluzniak (904)247-5800 (904)247-5834 Public Safety (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application# 0-- 00 IS eP Property Address 13R OC 1AA✓ Sbd Applicant: �k .,C� T Project: Ir This per application has been: r Approved as noted by the 2--oh Department. Final application approval must co a from the Building Department. El Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from -being issued. () 4 y Reviewed By: A64-1 Date: Date Contractor Notified: d" CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION Date: / 4 PLEASE SUBMIT(3)COMP.j;ETE SETS OF PLANS WITH APPLICATION. Job Address:/ j 3c A- Owner's Name: L A �;. Address: (r /rl Phone: Legal Description: B ock Number: -�4 Lot Number: Zoning District: . Fence Contractor: l>k0,51 4-,/t)C Address: Q y� /�(()�IyJQ L/ry �/ )-� / t, Phone: 3 City: �l � State: �_Zip: 3 Z-Z 2-A!� Fax: 20�12 Z D> Type of fence and materials to be used: > ov Valuation Of Fence: / Interior Lot ❑Corner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Tree Protection: NO. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. 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. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspo nce regarding this ap ' ation(please print). Name: C -� � G U.+1>:� Mailing Address: Phone: Fax: 'C9 E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http.,//www.ci.atlantic-beach.fl.us Page 1 Revised 3/04/04 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 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 Owner: Date: AS TO OWNER: Sworn to and subscribed before me this day of 120 State of Florida,County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced r Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 07. State of Florida,County of Duval Notary's Signature: ,�►' ` 1°¢ personally known My Commission DD24"74 �� '� 2007 El Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 3/04/04 Jan 22 07 01 : 11p Fruit Cove Mailbox �u47i�ar-►+acu N. j . n MAP SHOWING BOUNDARY SURVEY - OF LOT Z BLOCK 54 ACCORDING TO THI PLAT OF �AtLAY AS RECORDED IN PLAT BOOK 10. PAGE(S) 11 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CEWEIFI I) TO: BlMAN BRADFORD, WATSON i OSBORMS TITLE SERVICES, INC-,, S rSUM T TVM6 OF JACKSONVIU , LNC. AND Rlp1ASSY MORTGAG2. six'�(R) anoac Vw. 10 o. -amewm"m ammww tw Li w.imac, sty sel� '� t� t.e.snee cum LOT 2 at_oc�c 54 �a. ¢ ✓g M� 00 $ i--s'my w= a t� N t.i iCE r J p [� 30 F'a ar of Atlantic Beach j m and Zoning DepartmentThis al Compliance with appffcabie zoningbdi isl�r�.�nd other local land deveiopifAiA�t tnat does itfiltute t/� ;o - 1/�approvahe of �• . with Florida '�• _ tical, 6tate and etleraI panmOng roqu6menta mmt be air ataxe of the City of Attantk • P priW 1* W"Wft"of a 07.E 6t � ..a wr r ss a+watt a-M•4 tl�lrr......w-..� Jan 22 07 01 : 11p Fruit Cove Mailbox 904#287-4520 p. l c . n MAP SHOWING BOUNDARY SURVEY -OF LOT 2 BLOCK 54 ACCORDING TO 114E PLAT OF AS RECORDED IN PLAT BOOK 10, PAGE(S) 1 'I OF THE CURRENT 12UBUC RECORDS OF' DUVAL COUNTY, FLORIDA. cERcix�rao� 'co: Entex muni, , WATSON & OBBOUM 'TnU 89XVICU, 111C., srzwmT TI Ig OF JAMSONVIU191 Talc. ANA RUWSY HOMAGE. 5w 0YD(R) soumow Lm 1 R/9sum i�Alt i�.• cm WT2 BLOCK 54 mom ,L OR= >w . W E- at 50.00' (R) CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029314 Date 12/17/04 Property Address . . . . . . 1330 OCEAN BLVD Tenant nbr, name . . . . . . 2ND STORY ADD 'N SURCH1662 Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 240000 Owner Contractor - ----------------- ------ - ----------------------- PALEY, SEAN COALSON CONTRACTORS, INC. 1330 OCEAN BOULEVARD 524 1ST STREET NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-3420 (904) 249-3470 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 880 . 00 Plan Check Fee 440 . 00 Issue Date . . . . Valuation . . . . 240000 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ST CONSTRUCTION SURCHARGE 7 .47 AB CONSTRUCTION SURCHARGE . 83 WATER IMPACT FEE 340 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 880 . 00 880 . 00 . 00 . 00 Plan Check Total 440 . 00 440 . 00 . 00 . 00 Other Fee Total 383 . 30 383 . 30 . 00 . 00 Grand Total 1703 . 30 1703 . 30 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. n t BUILD OF ICIAL J City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 - http://www/ci.stlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE 1Z 12- O JOB ADDRESS APPLICANT_ + CJ��J CJnrl/l/J►C-70IV 1 f.IC- .»1 AS64a i AZZ!( ADDRESS _ Z pUO&A 6k IL AO S-r!Arllf PHONE: " Z C' 1 94-2o LEGAL DESCRIPTION: BLOCK NUMBERLOT NUMBER— -7ANING DISTRICT CONTRACTOR Ca§"QJ C4.4 STATE LICENSE NUMBER ADDRESS J %2-f A YS_QA,Z14 TW� S-VVQ i' PHONE 'o_�. '349J CITY ' ✓ '&FA00 STATE _ ZIP &2 2,s-0 FAX _2 -_ift l!f i DESCRIBE PROPOSED USE AND WORK TO BE DONE 151E1Z&jjQ PRESENT USE OF LAND OR BUILDINGS) «)MI CF_ J:Z, VALUATION OF PROPOSED CONSTRUCTION ZAny ax:). c a Is this an addition? If yes,what are the dimensions of the added space: feet by S,3 feet Will the added area be heated and cooled? V AE,S New electrical or increase in service? yrs_ New plumbing fixtures? Y F,S_ New fireplace? t'l 0 New heating/air conditioning? may_9'S- Is approval or Homeowner's Association or other private entity required? J.L-0 If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATE"? O. Applicant certifies that no change in site grade 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. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. 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 a pre-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: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 r � I J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 rN�AJ131� Application Number . . . . . 04-00029314 Date 3/08/05 Property Address . . . . . . 1330 OCEAN BLVD Tenant nbr, name . . . . . . 2ND STORY ADD 'N SURCH1662 Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 240000 Owner Contractor ------------------------ ------------------------ PALEY, SEAN COALSON CONTRACTORS, INC. 1330 OCEAN BOULEVARD 524 1ST STREET NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-3420 (904) 249-3470 -------------------------- -------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc REMODEL Sub Contractor KNIGHT ELECTRIC LLC Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 6 . BUILDING OFFICIAL a: CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: 115 Property Address: %�� _ 00A1: Svc% Owner: Telephone #: Contractor: F,c, Telephone #: q Contractor Address: •Z Gl Tci 'K Fax #:q ( In consideration of permit given for doing the work ws descrihed in the above statement, we hereby agree to perform said work in I accordance with the attached plans and specifications which are a part hereof and in accordance with the Cit- of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: Z3 Trailer ( Service: 1 if other construcu«n IN J New �. Residence :] Temp. j New hcine done on Nit,,hudding A-. Old ❑ Commercial O Signs j Increase Or site,list the building Permit numb a Re-wire ❑ ,addition Sy. Ft. � J Repair f �C-onductorSize: AMPS: COPPER ❑ ^ _�.LUNIINUM 'T_ RACE R Breaker AMPS � PH � W — �VOLT G WAY _ Existing Service 1 1 RACF T Size AMPS PH - E W VOL'(' w-AY Feeders: Nod SIZE NO SIZE NO SIZE I Lighting Outlets ICONCEALED 1 OPEN i Receptacles CONCEALED ! OPEN Switches i Incandescent Fluorescent & j Fixed 0.100 AMPS EVER —4 , - ---- r BELL Appliances ` TRANSFER. i Air H.P.RATING H.P. RATING CEILINGKW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. j OVER i I-I.PHS ' 1 UNDER600V )VER600V Transformers NO. KVA NO. KVA No.Neon Transf. E, _ gn ( Miscellaneous 1-Q 800 Seminole Road• Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 a http://www,ei.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029314 Date 1/13/05 Property Address . . . . . . 1330 OCEAN BLVD Tenant nbr, name . . . . . . 2ND STORY ADD'N SURCH1662 Application description . . . RESIDENTIAL ADD'/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 240000 Owner Contractor ------------------------ ------------------------ PALEY, SEAN COALSON CONTRACTORS, INC. 1330 OCEAN BOULEVARD 524 1ST STREET NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-3420 (904) 249-3470 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 10 FIXTURES Sub Contractor B & G PLUMBING Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 A I , PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES- IPA, BUILDING OFFICIAL Jan 13 05 03:20p p. 2 ter r,, CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: 1330 o c E" @CdA Owner: Telephone#: — r Contractor: C o Telephone#: X13 -3585 Contractor Address: f39`► 8EAc,4 QL✓lo' 'Fax#: J43 -3-)so ,_ __ •a,.-.,• _�__ r ,_• ;, s r c_t . smeto perform said work in .-____ _„ c= .dance with the pity of Atlantic Beach r r ae}n s }l3�ri f n.a -0 n—A,1-... L,stailat on of nturnbine and fixtures mtmr be in ar^nr&moo wit$, the ..,,.et r,+....rr aAtf;.,., „r.ti— 0' New i list the building nerrn t number- 1 PEM A 1SA� � V �iimFtis+�-nfTi�r4,t ! Z C1ngPtc Disposals Urinals Floor Drains Washing Machine 3 Lavatory Water Sewer I Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: t d X$7.00 + $35.00 , ti nt c beach, Florida 32233-5445 .c:.atiun*.-c heach.fl.trs Jan 13 05 03: 20p P. 1 B & G PLUMBING CO. 13997 Beach Boulevard A FAX �Jacksonville, Fl- 32224 Fax(904)223-3750 To: Cl-r-/ o-i= 4--rL ►ruTt c Q c y From : Terry Mcg ifi Company: Lp G o Ep ' - Company: B & Plumbing Co. Fax Number: a y S Fax Number: (904}223-3754 Subject T Pages including cover page: Z Date : MESSAGE WinFax PRO Cover Page CITY OF ATLANTIC BEACH i J 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029314 Date 1/07/05 Property Address . . . . . . 1330 OCEAN BLVD Tenant nbr, name . . . . . . 2ND STORY ADD 'N SURCH1662 Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 240000 Owner Contractor ------------------------ ------------------------ PALEY, SEAN COALSON CONTRACTORS, INC. 1330 OCEAN BOULEVARD 524 1ST STREET NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-3420 (904) 249-3470 --------- ------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc REPLACE EXISTING HVAC Sub Contractor LES ' S HEATING & AIR Permit Fee . . . . 99 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --- ------- ---------- Permit Fee Total 99 . 00 99 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 99 . 00 99 . 00 . 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 EITI-IER 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 REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. - eml - C m B ING OFFICIAL P.1 Jan 04 05 09:29a t lj =CITY OF:: L ,: :;SACH MECSANI 'PER T�ICATION :.1 Date: Property Address: Owner: ,�R�� _ Telephone M Contractor. ,,_.s � +- �G :Telephone#: 7! Y 2�{��-' Contractor"Address: T Ina wad=of PgMk Sivas for.dpia4*s,work:U desatbed k 69 abow s we MMW arm to pectora►said wade in accordance with the adsrbed plans anc4 apoaittatloae vrl+ich as a pan 6acaotaad is aoaallm000 v�d*Alie City of Adsatlo Bead ordiaaoces and soodsrds of good doe hated t utK k , Type of Heatiag FW: If other eonshacduo b being done on this building or rite,list the building permit number: Electric Gas: LP Llatucal:_ ,.; ccottait utility 0 - 011 ©q-�93/ O 'other— . MECHANICAL EQUIPMENT"TO BE INSTALLED NATURE OF WORK Heat Space: �Recaased : 1!rcentral ' Floor . . .� Residsntbl Air Cooad 6aillig: Room Cwtrsl ss Duct system: MattirielD-b P TbidkaessR f4.' 9: ":Coamoancial Maximum capacity O Refrigeration ' -D, 'New Building O CooliegT•ower:Capacity . apta ..i� . 0 Fire SpriNclers:Number of Heads O Elevator: _ Mapli&. Escalator" (Num -) i9` Raplacart►ertofF�cistingSyauum O GasoliaePumpr O Tanks (Nutnber)` 1 New Iaata lation 0 LPG Containers (IdumbeT)'::' (No syr WeviouolyinstaI14 U Unfired Pressure Vessel. O Boilesa• 0,` Extension or Add-on to Eidscing System 0 Gas piping j 'p per.Specify 0 Other;Speeify LIST ALL EQUIPMENT ASR CONDMONMtG,R&MIGMATION YQL»1VT 4c CONDIEN O>Rrti Approving Numbor UnitsDeaetiptba rdodat* Lfrwt3op�sct Toa's +'+icor? NNamber UFFUMACFA,SoII.EB9„'�6 AM ALAN 's: ;. APta��a Dporiptioa 'Mada1 if AQaaaticonrer. BTU's Agency ab J' k TANKS Nomipal.Capadry Type $eclat Awing How Manv., A Dirnenaiocs Coatsined Manu No. A lm 800.6eatlade ROW*Atlantic$ptclta$iorM 32233$445 ?tions:(904)247-5800...Fa:t: (904)247-SB S..',http l/ww.w.dsttandc-beac6.am 'S1 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 ' z INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029911 Date 3/18/05 Property Address . . . . . . 1330 OCEAN BLVD Tenant nbr, name . . . . . . SOLAR H2O HEATING SYSTEM Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PALEY, SEAN AMERICAN SOLAR ENERGY, INC. 1330 OCEAN BLVD 11497 COLUMBIA PARK DR. # 10 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32258 (904) 268-8046 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due -------- --------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 s Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING COD '�\ r BUILDING OFFICIAL nay ei u4 u2: 23p Citi of Atlantic Beach Bu 904-247-5845 p. 1 -t t if CITY OF ATLANTIC BEACH -' PLUMBING PERMIT APPLICATION,., Y OF MAR Date: Property Address.—L33-0--- OCA_ t1 5�V . Owner: 5ezGth Telephone#: 7 Contractor: n h'1 P,►+"i can -SO(ar _I ILQ_v'gt1___ Telephone#: c2 Contractor Address: 1(9q 7-1 D k). CO ltd b t ct /PG md-- Oto. Fax#: 02,(x .TC1 L 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 spedScations which are a part hereof and in accordance with the Cry of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumhing 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 C0C>a--9.3A- Number of Fixtures: Bath'Tubs Showers Closets Shower Pans i Dishwashers Sinks i Disposals — Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other S o l a r w c' *Cv- e C .; I n S 4av Fees Permit issuing Fee: $35.00 Total Fixtures: 1 X$7.00 + $35-00= "o�• �� i 800 Seminole Road-Atlantic Beach,Florida 32233-544.5 J Phone:(904)247-5800. Fax: (904)247-5845- http:llwww.ei.attantic-beach.fl.us CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD j . ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029003 Date 10/07/04 Property Address . . . . . . 1330 OCEAN BLVD Tenant nbr, name . . . . . . FOUNDATION ONLY Application description . . . FOUNDATION ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 Owner Contractor ------------------------ ------------------------ PALEY, SEAN COALSON CONTRACTORS, INC. 1330 OCEAN BLVD 524 1ST STREET NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-347.0 ------------------------------- ---------------------------------------------- Permit . . . . . . FOUNDATION ONLY Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 0"�. C . rq s' Vi1b BUILDING OFFICIAL 1 City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATE JOB ADDRESS 1 30 Oom C ) _4�(..L/ - APPLICANT ADDRESS _ _ PHONE: , LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT CONTRACTOR C26A S't,J CZ ' rNC_ STATE LICENSE NUMBER CAG J5 O(D QZ7 ADDRESS ��, Z_1 �� , :rW,,iA �k24� PHONE CITY—JnAp STATE _ ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE n:gLam_ PRESENT USE OF LAND OR BUILDINGS) VALUATION OF PROP ONSTRUCTION ` Y Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or 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 MATF,ItIAL? NO. Applicant certifies that no change in site grade 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. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. 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 a pre-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: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 6/18/02 y STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)247-5826 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 all 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. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT AL FORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION 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 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. � d SIGNATURE OF CONTRACTOR l DATE ^' ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME 0S MAILING ADDRESS o1 PHONE .)a I-34?b FAX —919 I E-MAIL LI..0 aa.iSo 6p-&& , SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF bull) o1C�b STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE 7o* FAW P rsonally known Produced identification —D Type of identification produced Mw Awn.,Ino i.......................................... AS TO CONTRACTOR: Personally known . .:.� ❑ Produced identification s Type of identification produced comw E�pMw t�nvtaaii i�ane.a wu(eoo�xax�s i.w.wu.wwwo.F..ift"Am.,AA.mi..,Ince 6/18/02 FILE COPY FOUNDATION NOTES 1. Concrete compressive strength For Footings= 2,500 psi at 26 days (UNO). 2. Concrete compressive strength for slab = 2,500 psi at 28 days (UNO). 3. All reinforcing steel 03 and bigger shall be ASTM A615 grade 40 deformed bars (UNO). 4. All reinforcing steel shall have SO degree bend at corners with a 25" lap. 5. Fibermesh is an acceptable alternative and shall not require WLLF. 6. This foundation was designed for use on relatively level terrain with no sudden changes in soil conditions (either material composition or elevation) within 15 feet of the foundation footprint. Should the contractor find that the supporting material is not relatively homogeneous within that area or that there are retaining walls or other sudden changes in elevation within the described area, contact the engineer of record for consultation prior to concrete placement. 1. Earth Fill supporting Foundations shall be Free of organic material and cohesive soils. Compact the fill in 12" lifts to at least 95%, of Modified Proctor Maximum pry Density. The contractor or homeowner shall employ the services of a registered Florida geotechnical engineer to confirm that the subject site is suitable to support the proposed structure. Grteotechnical engineer shall serve as delegated engineer and shall perform subsurface investigations in pursuit of data required by 6IG15-31.008 FA.C.. 8. Do not scale Footing dimensions and locations From the Foundation Pian. Do not determine Footing location From architectural plans or Framing Plan. iF Footing size or location is not determinate From use of Foundation Plan alone, contact the engineer of record. 9. Simpson Strong-Tie Acrylic Tie (REPORT ER-5191) shall be used in all drilled and epoxied connections to concrete. Anchor bolt, threaded or doweled reinforcing steel must be embedded to the specified depth, in a hole drilled 1/161, greater than the diameter of the anchor. Manufacturer's specifications must be Followed for proper installation. THESE STRUCTURAL DRAWINGS D WERE PREPARED FOR THE BW1�� iia ley Residence CONSTRUCTION OF THE PROJECT Foundation Notes ,q40,� INTIENDED DESCRIBED THIST�USEOBY G�Q�l� Consulting Inc A LICENSED CONTRACTOR DO NOT PER IIT CONSTRUCTION WITH THESE PLANS BY AN OWNER-BUILDER OR OTHER 11Sarrem v.Garrcgan M,PE - PL PE No.48803 UNLICENSED BUILDER SWI Consulting, Inc. - FSPE CA No.9338 Warren V. Carrigan 111 PO Sox 51604,Jacksonville Beach,FL,32240 PE No. 48803 19047149-8413 BWIConsultImSeBsllsouthnet 08/20/04 PAGE i OF: 3 ORIGINAL SIGNATURE IS RED NORTH EXISTING UILDING tt 0 ❑ / ❑ m 0 � ❑ ❑ 0 F-1 El Li 0 0 cn / UE1 _ - ❑ - �r 0 FOUNDATION FLAN 1 /011 = 11 - O ' ' THESE STRUCTURAL DRAWIWxSWERE R THE pales Residence CONSTRUCTIONAREOF°HEPRo ECT 5 DESCRIBED IN THIS TITLE BLOCK COIISU ting Inc Foundation Plan AND ARE INTENDED FOR USE BY A LICENSED CONTRACTOR.DO NOT PERMIT CONSTRUCTION WITH THESE PLANS BY AN OWNER-BUILDER OR OTHER Warren V.Corrigan III,PE - FL PE No.48803 UNLICENSED BUILDER. BWI Consultln , Inc. - FBPE CA No.9338 r m V. Carrigan III PO Box 51604,Jacksonville Beach,FL,32240 PE No. 48803 (904)149-8413 151111Gon6ultingeBellsouthnet 08/20/04 PAGE 2 OF 3 ORIGINAL SIGNATURE 18 IED I wI _zl ul �I OUTSIDE FACE OF U EXISTING HOUSE 12" TOP OF 16" SQUARE PEDESTAL (4)03 CLOSED HOOPS (4)S VERT WITH 8" BEND BOTTOM 03 CLOSED HOOPS AT 12" ON CENTER (4)05 TOP AND BOT i 24" DEEP x 36" WIDE CONT FOOTING i to V A �i SCS f Ol�l 1 /211 = 11 - 011 3 THESE STRUCTURAL DRAWINGS B �� WERE PREPARED FOR THE \�o Pa ley Residence CONSTRUCTION OF THE PROJECT Foundation Sect. on DESCRIBED IN THIS TITLE BLOCK O O Consul ting Ill AND ARE INTENDED FOR USE BY A LICENSED CONTRACTOR.DO NOT PERMIT CONSTRUCTION WITH THESE PLANS BY AN OWNER-BUILDER OR OTHER Warren V.Carrigan III,PE - FL PE No.48803 UNLICENSED BUILDER BWI Consulting, Inc. - FBPE CA No.9338 rrdemn V. Carrigan III PO Box 51604,Jacksonville Beach,FL,32240 PE No. 48803 (SO4)24S-8413 BWIConeultingeBelleouthnet 08/20/04 PAGE 3 OF 3 ORIGINAL SIGNATURE 16 RED CITY OF ATLANTIC BEACH cc. ora < > BUILDING / ZONING DEPARTMENT '99'ns 800 Seminole Road S. Doerr Atlantic Beach, Florida 32233 + (904)247-5800 <'Oki, (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C) C)o� Property Address: Q--Cio� Applicant: Project: T7 rmit application has been: Approved Reviewed and the following items need attention: Please re-submit y r application when these items have been completed. / Reviewed By: ---- � Date: PERMIT WORKSHEET Certificate of Occupancy- Job Address: Type Work: Property Owner: Phone # S 'u le ay-2- X19 Contractor: Phone # Permit#: Date Issued: Building Inspections: Footing /D-4,q Slab A4:Z..�L-/ Tie Beam Lintel Nailing / Sheathing Framing / Cover Up - -p Insulation Final Building Tree Permit# YES NO Electrical Permit# `la- Date/Copy to[0� b JEA Temp, Pole Permit# Date/ Copy JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole S-`r•Oq Released to JEA Final �_ Released to JEA Mechanical Permit# d $a5 - Inspections: Rough L Final �— Plumbing Permit# Inspections: Rough / Underslab Topout Water/Sewer 10- - Final Drainage Inspection: �— Pool Permit# Inspections: Steel Final _ Grounding Final Roofing Permit# Inspections: Nailing/Sheathing L Final [-- Fire Inspection: 77-1 Failed Inspections: Date Paid: Date Paid- .'� , %j- IS j- � CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD -�' ATLANTIC BEACH, FLORIDA 32233 J INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027825 Date 3/26/04 Property Address . . . . . . 1330 OCEAN BLVD Tenant nbr, name . . . . . . GARAGE ADD. /W ROOM ABOVE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 39000 Owner Contractor ------------ -------- ---- ------------------- ----- SEAN & SHAWN PALEY COALSON CONTRACTORS, INC. 1330 OCEAN BLVD. 524 1ST STREET NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 242-0197 (904) 249-3470 --------------------- -- -- - -------------------------------- ------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 225 . 00 Plan Check Fee 112 . 50 Issue Date . . . . Valuation . . . . 39000 ---- ----------------------- ------------------------------------------------- Other Fees . . . . . . . . . ST CONSTRUCTION SURCHARGE 3 . 24 AB CONSTRUCTION SURCHARGE . 36 WATER IMPACT FEE 200 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due --------- -------- ---------- ---------- ---------- ---------- Permit Fee Total 225 . 00 225 . 00 . 00 . 00 Plan Check Total 112 . 50 112 . 50 . 00 . 00 Other Fee Total 238 . 60 238 . 60 . 00 . 00 Grand Total 576 . 10 576 . 10 . 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 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 - 1.,k, BUILDING OFFICIAL CITY OF ATLANTIC BEACH s PERMIT CALCULATION SHEET Date: 3 Address / 3 3 U Heated Square Footage @ $ per sq ft= $ Garage/ Shed �� @$ per sq ft= $ Carport/Porch S @ $ per sq ft= $ Deck @ $ per sq ft = $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation lst $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: _ LL _ TOTAL BUILDING FEE $ ZONING: A S - 1- + %2 Filing Fee $ FLOOD ZONE: _y ( ) Fireplaces @ $35.00 $ -U IMPERVIOUS SURFACE:�7 BUILDING PERMIT FEE $ WATER IMPACT FEE $ o 0 SEWER IMPACT FEE $_ o WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C (--) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ 2T— ST(7zo) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS:_ /3 3 0 A-) � v,0• - 6,$RA6 /rooe y-ry T/o, DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automate clothes washers,commercial 3 Automatic clothes washers,residential 2 Bathroom group consisting of water closet,lavatory, / Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fountainficemaker '/z Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 y Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray(1 or 2 compartments) 2 Lavatory 1 Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, l gallon per flush or less 2 • Wash stink circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation - 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS= o MULTIPUED X 20 TOTAL$ o o A ..r d.!@,ik�rt• V� T CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: Z O Job Address: © �l Owner of Property: 1R �� Address:_5 JS� Telephone: C A 2.4--Z. la 7 Legal Description: Block Number: Lot Number: 2 Zoning District: Contractor: C/' C.Sor-� NZak C-�7 cert S 1 IU e- State License Number: C Q C Q Z2 Zca 9 Contractor's Address: 5 Z4 l sf S- ZZ::_7 M.a Telephone:q bc-( 2.L��- r?-o, Fax 018 - Describe proposed use and work to be done: C.=A_rL E* I&D Q 11-7 c Q nJ W 2:6 i,L) "O Cly Present use of land or building(s): ��- Valuation of proposed construction:_ n vLo `AD What are the dimensions of the added space: S' feet x 24 feet Will the added area be heated and cooled? V(- S New electrical or increase in service?_)110S Add plumbing fixtures?T.S Add fireplace? N 0 Add heating/air conditioning? E S Is approval of Homeowner's Association or other private entity required? MO If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade 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. 9NO. 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 times each month. 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. Verify zoning designation and proper setbacks for the proposed construction. If 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 a pre-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: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(404)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 Department,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.ei.atiantic-beach.f.us Page 1 Revised 1/14/03 Dec 18 03 03: 25p Information Systems 247-5045 p. 3 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 all required information in a clear and legible manner. 1. Currem 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. ldcntify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental featums,including any jurisdictional wetlands,CCCL,natural water bodies. S. Impervious Surface area calculations:include driveways,sidewalks, patios And other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface, 6. Other information as may be appropriate for individual applications. I hereby certify that al ation provided with this ap tion is rrect. Signature of owner. Date: Q i hereby certify that l have read and examined this application 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 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, l understand that the issuance of this permit is contingent upon the above information being true and correct th he plans and supporting data have been or shall be provided as required Signature of Contractor: Date: 2-11-1164 T Address and co et information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: 14, Telephone: Fax:� °t��L ey l E-Mail: AS TO OWNER: Sworn to and subscribed before me this+ day of 2004. State of Florida,County of Duval Notary's Signature: ,0,_,3,, Per�sonally known f0'idi0ftuM°U'`�' Fwwa Notary Aw,,Inc OU-froduced identification g Type of identification produced f AS TO CONTRACTOR: - 1 Sworn to and subscribed before the this �day of 20A. State of Florida,County of Duval .M I M1 ANN. y Notary's Signature: 1\4 selsara�it100i11i11� ersonally known 01101111111111 8MW9 4MWAXMM ❑ Produced identification Hata. Ate., Type of identification produced �N��NNNNN 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Page 2 Telephone: (904)247-5800 •Fax: (904)247-5845 - http://www.ci,atlantic-beach.ft.us Rovised 1/14/03 r FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OC-01 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions,Renovations&Building Systems Compliance with Method C of Chapter 6 of the Flodda Energy Efficiency Code may he demonstrated by the use of Form 600C-01 for additions of 600 square feet or less,site-installed components of manufactured homes,and renovations to sin le and multifamily residences.Alternative methods are provided for additions by use of Form 6008-01 or 601 PROJECT NAME: l?t�) BUILDER: A,1.55tsie*•i [ ' AND ADDRESS: e.Qt-� \vim PERMITTING CLIMATE +C__ OFFICE: ;C,. iC ZONE: 1 E 2 11 OWNER: �� PERMIT NO.:f �-�� JURISDICTION NO.: itl SMALL ADDITIONS TO EXISTING RESIDENCES(600 Square feet or less of conditioned area).Prescriptive requirements in Tables 6C-1,6C-2 and 6C-3 apply only to the components of the addition,not to the existing building. Space heating,cooling,and water heating equipment efficiency levels must be met only when equipment Is installed specifically to serve tiie addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels.RENOVATIONS(Residential buildings undergoing renovations costing more than 30%of the assessed value of the building).Prescriptive requirements in Tables 6C-1 and 60-2 apply only to the components and equipment being renovated or replaced.MANUFACTURED HOMES AND BUILDINGS.Only site-installed components and features areccivered bythis form.BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 1. L� ' 2. Single family detached or Multifamily attached 2. - 3. If Multifamily-No. of units covered by this submission 3. 4. Conditioned floor area (sq. ft.) 4. 5. Predominant eave overhang (ft.) 5. a•-- 6. Glass area and type: Single Pane Double Pane a. Clear glass 6a. sq. ft. sq. ft. b. Tint, film or solar screen 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area 7• (D - % 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a. R= lin. ft. b. Wood, raised (R-value) 8b. R= _ sq. ft. c. Wood, common (R-value) 8c. R= sq. ft. d. Concrete, raised (R-value) 8d. R= sq. ft. e. Concrete, common (R-value) 8e. R= sq. ft. 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R= _ sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R= sq. ft. c. Marriage Walls of Multiple Units* (Yes/No) 9c _ 10. Ceiling type and insulation: tt�, a. Under attic(Insulation R-value) 10a. R= sq. ft. b. Single assembly (Insulation R-value) 10b. R= sq. ft. 11. Cooling system* (Types:central, room unit,package terminal A.C.,gas,existing, none) 11. Type: „ i/EER; 12. Heating system*: (Types:heat pump,elec.strip,natural gas,L.P.gas, 12. Type: gas h.p.,room or PTAC,existing,none) ___kWP_F/COP/AFUE: 13. Air Distribution System*: a. Backflow damper or single package systems' (Yes/No) 13a. b. Ducts on marriage walls adequately sealed` (Yes/No) 13b. 14. Hot water system: 14. Type: (Types:elec.,natural gas,other,existing,none) EF: * Pertains to manufactured homes with site installed components. I hereby certify h he plans and specifications covered by the calculation are in Review of plans anof spec if ationscoveredbythiscalculation indicates compliance corn Bance with i En rg o),e r1with the Florida Energy C de.�efore construct n is corn ted this building will be p y trf that t - DATE: 74l/ inspected for compliance acc rdance with ctron 553 08 S. ere cer I hereby certify thaa�building is inis in _ilanc an the Florida Energy Code. BUILDING oFFiciAu: ---- --- ---- OWNERAGENT. .__.- _.-., -__%_ -_.. __. DATE: _ DATE:. f d ' Climate Zones 1 2 3 TABLE 6C•1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS(600 Sq.Ft,and Less),RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES. MINIMUM INSULATION MINIMUM INSTALLED COMPONENT INSULATION INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY Concrete Block R-7 Central A/C-Split SEER = 10.0 SEER = cn Frame,2'x 4" R-11 _- z Single Pkg. SEER = 9.7 SEER = a Frame,2'x 6' R-19 --- -- - -- < Common, Frame R-11 ----_- g Room unit or PTAC EER = 8.5` EER = Common,Masonry R-3 --_-_- Under Attic R-30 Electric Resistance ANY = 0 Single Assembly;Enclosed z Heat pump-Split HSPF = 6.8 HSPF z Frame R-19 -_,_--- a -Single Pkg. HSPF = 6.6 HSPF = _ - Metal Pans R-13 ' Room unit or PTHP COP = 2.7' HSPF/ = - v Single Assembly;Open R-10 -- W --- Common, Frame R-11 -___-_- ¢ COP cn Slab-on-grade No Minimum of Gas,natural or propane AFUE = .78 AFUE = - Raised Wood R-19 Fuel Oil AFUE = .78 AFUE = O - --- O Raised Concrete R-7 _ LL Common, Frame R-11 ----__ w Electric Resistance EF = 88 EF = a In unconditioned space R-6 _ ^^ m Gas; Natural or L.P. EF = 54 EF = _ o In conditioned space No minimum Fuel Oil EF = 54 EF = " TABLE 6C-2: PRESCRIPTIVE REQUIREMENTS FOR GLA S AREAS IN ADDITIONS ONLY Goo Table 6-3,6-7 Maximum percentaae class to floor area allowed is selected by type,overhang length,and solar heat gain coefficient. Maximum%410 Installed%= GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double l'-.87 0 .78 2'-.87 1 .78 2'-.78 3'-.78 0'-.75 1"-.75 0"- .61 NOT 1 -.61 2 .61 0'-.57 ALLOWED ALLOWED 0'-.44 1'-.44 O'_.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC=.87,double clear SHGC=.78,and single tint SHGC=.75 TABLE 6C-3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS ICHECK Exterior Joints&Cracks 606.1 To be caulked Basketed weather-stripped or otherwise sealed Exterior Windows&Doors 606.1 Max.0.3 cfm/sn.ft.window area;.5 cfm/sq.ft.door area. Sole&Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations(two alternatives allowed). Multi-story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned spare shall have dampers,except for combustion devices with integral exhaust ductwork. Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, HeatPncL except for,direct vent appliances Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric) or cutoff as must be 131.ovided. External or built-in heat tra re uired for vertical i e risers. Swimming 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a Pools&Spas pump timer.Gass a&pool heaters must have minimum thermal efficient of 78%. Hot Water Pipes 612,1 Insulation is required for hot water circulating systems(including heat recover units . Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. HVAC Duct 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, Construction, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be Insulation&Installation insulated to a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: !.Or Table 6C-1,indicate the R-value of the insulation being added to each component and the efficiency levels of the equipment being installed,All R-values and efficiencies Installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be lett blank 2.ADDITIONS ONLY.Determine the percentage of new glass to conditioned floor area in the addition as follows.Total the areas of all glass windows,sliding glass doors and glass door panels. Double the area of all non-vertical roof glass and add it to the previous total.When glass in existing exterior walls is being removed or enclosed by the addition,an amount equal to the foial area of this glass maybe subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition.Multiplyby100togetthepercent.Find the largest glass percentage under which your calculated percentage falls on Table 6C-2.Prescdptivesare given bythe type ofglass (Single or Double pane)and the overhang(OH)paired with a solar heat gain coefficient(SHGC).For a given glass type and overhang,the minimum solar heat gain cooffiaent allowed is specified.Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat gain coefficient requirements on Table 60-2.All new glass in the addition must meet the requirement tot one of the options in the glass percentage category you indicated.The overhang(OH)distance is measured perpendicularly Iran the face of the glass to a point directly under the outermost edge of the overhang. 3.RENOVATIONS ONLY Repl acement glass needs to meet the following requi rements Any glass type and solar heat gain copffid entmay be used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 8 feet from the overhang.Glass areas being renovated that do not meet this criteria must be either single-pane Unfed,double-pane clear or double-pane tinted. 4.BUILDING SYSTEMS.Comply when new system is installed for system installed. 5 Complete the information requested on the top half of page 1. 6.Read"Minimum Requirements for Small Additions and Renovators,Table 6C-3,and check all applicable items 7 Read,sign and date the"Owner/Agent"cediflcation statement on page 1 -2- RICHT-J LOAD AND EQUIPMENT SUMMARY Entire House " Energy Design Systems Job: 2/12104 1065 Oak Vale Rd,Jacksorvi Ile,FI 32259 Phone:904-287-5339 Fax:904-267-1258 Email:energydesignQcomcast.net Project . • • t r" For: Paley addition Atlantic Beach, FI Notes: Design Informati • Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 6376 Btuh Structure 6324 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 6376 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 6134 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1187 Btuh Area (ft') 360 360 Total latent equip. load 1647 Btuh Volume(W) 3240 3240 Air changes/hour 1.2 0.5 Total equipment load 7781 Btuh Equiv. AVF (cfm) 65 27 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 274 cfm Actual cooling fan 274 cfm Heating air flow factor 0.043 cfm/Btuh Cooling air flow factor 0.043 cfm/Btuh Space thermostat Load sensible heat ratio 79 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,� vvrigh-rtsaft Right-Suite Res identialT"5.0.59 RSR 29784 2004-Feb-11 21:47:04 ACCl4 noocuments and Settings\customerWy Documents\EDS\Wrightsaft HVAC\Paley add Atlantic Beach.rsr Page 1 ,l' �- �` ,/' �;� _ f' ::.r-� -��►5'� . gw1� .� j� � �' f . _.. �-% � � � M -T2L +nom kA,6� Tbvv, AZ r i � r w r✓ , T- -a r. w .._.S,+-'.it t _.. o..." .� '-- `=x��e"ryyr K�i'+f.� k N CITY OF ATLANTIC BEACH �Fo '� . BUILDING / ZONING DEPARTMENT L. Higgins 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # ()4 - 2 7 S Z5 Property Address: =so C JL�li �L.IJD Applicant: Project: Ac(1F�rcD. t� a01,-1 F- This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: � � 4 �S b o 1 ,fir - -�mv I roli ', r Please re-submit your application when these items have been completed. Reviewed By: Date: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 °y INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027825 Date 6/15/04 Property Address . . . . . . 1330 OCEAN BLVD Tenant nbr, name . . . . . . GARAGE ADD. /W ROOM ABOVE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 39000 Owner Contractor - ------ ------------------ ----------------------- SEAN & SHAWN PALEY COALSON CONTRACTORS, INC. 1330 OCEAN BLVD. 524 1ST STREET NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 242-0197 (904) 249-3470 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . KNIGHT ELECTRIC LLC Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments WORK WITHOUT PERMIT Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE BUILDING OFFICIAL A; CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION, tette: (�i�"�H"►'1/� Property Address: �J owner: , ��N}r'1/ /7-!+� I Telephone #: 210 -11/9 7 Contractor: evv '�+� C-:Z-�tac LL-C-- Telephone #: 24)-Vy� Contractor Address: 90' ll t-t^- A--1k J;1 Fax #: * fY9r In axtsidawion of permit ttiven tim doing the work as described to the 4btv,,e statement. µc hcrrh• ngrce+r to fx*l romz ,aua *or;TI, acc:ordancc: with the attached pouts and specifications which are a pan hereof and in a"ordam;c scith the O!N n! AtlxnuL Bede: ordinance and itandwr t%of eo wl practice listed,therein But n�: But e8 Tvpe: Z) Trailer Service! alter ��cruittcn } tting Jonc on'his twiddtne New 1 Residence j Temp j New ;J Old � tic site.i,st ttr iwtldtnQ CamatCrc ia1 Signs i 1n.erase p it number Ke-wire j Addition Sq Ft. _ v Repair i bow752�- C�ndctctor Site _ AMPS COPPER � At t.'MINt fM -�" Switch or Breaker AMPS PH 1 Ertstmg Serv,ce ? -- - 2 AMPS PH L �� Y C�t,.i 'r(c' A %N 2 Feeders N'0. SIZE NO SIZE NO SIZE. Lighting outlets �^ CONCEALED 0PEN V Rt ctacles CONCEALED OPEN -- P 11 1W Atifpc Switches I� Incandescent Fluorescent & M V. Fixed o looAk—MrsOVER -` BLIA. - --- A liances ` �� TRANSFER. air H.P.R.ATING H.P. RA.TING C f:11 1Nti k44-H1 ,-NT Conditioning COMP. NIOTOR. i OTHER MOTORS AMPS G HEM Motors 0-1 H.P."^ -� VOLTAGE PH - NO OVER 1 H.P- ' PETS Transformers NO. KVA N'0. KVA No.`Neon Transf. Ea. Sign i N llis"Ilandous 800 Seminole Road +Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fas. (904)247-5845+ http:Nwww,cLsLlaatk-tmacb.lLus `SS S CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ^, ATLANTIC BEACH, FLORIDA 32233 ' n INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028220 Date 5/06/04 Property Address . . . . . . 1330 OCEAN BLVD Tenant nbr, name . . . . . . TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- ----------------- ----- --------------------- --- PALEY, SEAN KNIGHT ELECTRIC LLC 1330 OCEAN BLVD. 908 11TH AVE SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 247-9884 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- -- -------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 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 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. BUILDING OFFICIAL ELECTRICAL PERMIT APPLICATION, Property Address: /330 Ourk owner: Telephone 4: d'Or'� Contractor: -.—.&A Telephone Con(ractor Address: CkS Fax 'Idciiltln kit p<nntt given for doing u1c 4Sotk W dc"critvtJ to C U('AvC StatCMCt U, FC i It:IT(yt, WM' it) tx'r torl I! accordance �Nith the attached plhuis and ,pecilications which are a part tierew'Mld in accordanct: if-w, co., ?,, %t;,,riz:c :rdinmlce uml ;tankUrk(Wpcx]practice listed therein- Building: Building Type- j railk-r Service: J New i�iriv it,,nc in?hi,1)uoo�ini2 J Residence zTen't J Ne%A v" C on I f n C i I a J S I i"i: I i C:x.'C Permit nurlitim t j ke-wire Sq, T't, -j Repair ondliclor Si/C1-\Mps COPPFR 1 VM Al ,"01NI' - switch Or VMSIine Service Si IcA,',l I'S A 'eeder,; No , SIZE N0 SI/E, NO SIZE ------------- i-tilliEHIV, ()UtietS IT, & )IJ OVER TR.A N S F F R ----------- ------ q 11 R, 11NIC RA I'I COW -,`il0T'(.)R 'A', PS H f-A i 0-1 HY V 0 L I'A G E PH NO K� I H P pffS f'ransfbrmers NO. KVA No . K VA r—i n-sf MI I-'Cel 1 at I eous 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904)24'-5800 Fmx: f994) 247-5845 - http:.'1% CITY OF ATLANTIC BEACH =� Is 800 SEMINOLE ROAD mF _= ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027825 Date 5/18/04 Property Address . . . . . 1330 OCEAN BLVD Tenant nbr, name . . . . GARAGE ADD. /W ROOM ABOVE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 39000 Owner Contractor ------------------------ ------------------------ SEAN & SHAWN PALEY COALSON CONTRACTORS, INC. 1330 OCEAN BLVD. 524 1ST STREET NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 242-0197 (904) 249-3470 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . LES ' S HEATING & AIR Permit Fee . . . . 71 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71 . 00 71 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 71 . 00 71 . 00 . 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 RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHIC PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. *%. ( - BUILDING OFFICIAL LES'S HEATING & AC 9047244108 OS/12/04 08:03am r. rust-. w ' -CITY OF.: *IC•BEACH MECHANICAL PE T`APPLICATION Date: J Property Address: .% 36 &,eAA9 Owner: ,Pi9, Telephone#: Contractor: .t �.¢ `� �! L "....-Telephone#: ��- Contractor Address: JS e—e— Fax#: lG`� in consideration of permit given wale,as dasortbod in the above algemeK rite hereby asm to per>iorm saiq wodt in accordance with da atiachedpiaas and spsotiicredom whip]i are a part hareof repel in acoo dum,wMt the.City of Adu*Beach ordinapw and standards of ce listed thaeia Type of Heaft Fuel: Mother oo euctioa Is being doge on this building or alta list the building permit ndrnber: . Electric O cies: V --Netwal: Ccabil Utility f'} �7 laz`s o Oil O 'Other-- MzCHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat Space' Recessed . Central Floor+ Residetuial Air Conditioning•. Robin t "Cmtcal . a Duct System: :Mateirial D$ Thiclmass mow' D; Commercial -L . ' ;..Ma7clmtun c�P�1tY .'�t1�1�—'_�c New But�diag o .R ftigeridon 1' 0 Cooling.Tower:Capacity apm.t 0— FbdstingBuilding. 0 Fire Sprinkicn:Ntm mer dHcads o Elevator: _'_ Maud$ : Escalator (Number) O -Replacement of Existing System Q Gasoline Pumps (NumbO) 0 Tanks (Ntunhtsi)' .New Installation a LPG Containers (Number)'.:; tNo system previowly insta]ied) O Unfired Pressure Vessel 0 Extension or Add-on to Facisting System D Boilers 0 Gas Piping O Other-Specify 0 other;Spy LIST ALL E UIPMENT i AIR CONDMOMC,R>tMG81tATION ZQUVI49 'r&COND>f:MIt'S Approving Number Units Description •Modal# MMUSCOM Toa's /Agency HT.ATI NG—IMAMS,BOII.E)RS.IMULAMS i ADL BAND 'S , _ ". Approving Number Units Description Mode[# lrl�anS+:tarer, BTU's Agency Iwo TANU Nomipai.Capacity Type Liquid Serial Approving RqW many Di axiom Contained Manufctterer No, ea 800,Seminale Road•Adsstio B*wJ4 BMrida.32233-S44S Phone:(904)247-SSOO.•,Fax: (904)247-SM.- ;bttp://www.cLadandc-boacb.fLus \\ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 of � Application Number . . . . . 04-00027825 Date 4/01/04 Property Address . . . . . . 1330 OCEAN BLVD Tenant nbr, name . . . . . . GARAGE ADD. /W ROOM ABOVE Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 39000 Owner Contractor ------------------------ ------------------------ SEAN & SHAWN PALEY COALSON CONTRACTORS, INC. 1330 OCEAN BLVD. 524 1ST STREET NORTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 242-0197 (904) 249-3470 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 8 FIXTURES Sub Contractor B & G PLUMBING Permit Fee . . . . 91 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 10/01/04 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 91 . 00 91 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 91 . 00 91 . 00 . 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 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 } 10 BUILDING OFFICIAL Mar 31 04 01 : 15p B G PLUMBING 9042233750 p• 2 t �� , CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: /3a o RCvro Owner: t�AL-LEI Telephone if: Contractor: 4 d G G o . Telephone#: 1 2 3-3 s rs Contractor Address: 1:199-1 Q rAc tf Q C✓o Fax#: 23 3 - 37 5 0 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, d/New list the building permit(rj ber: 0 Re-Pipe ��t'— Z�F5 Number of Fixtures: I Bath Tubs Showers Closets Shower Pans Dishwashers 1 Sinks Disposals Urinals Floor Drains I Washing Machine I Lavatory Water S JEA IIc r I Sewer f Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: 8 X$7.00 + $35.00= a 0 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904) 247-6800. Fax: (904) 247-5845• http:/Iwww.ci.atlantic-beach.fl.us Mar 31 04 01 : 15P B G PLUMBING 9042233750 P. 1 B & G Plumbing Co. 13997 Beach Boulevard FAX COVER Jacksonville, FL 32224 (904) 223-3585 To: P'rL4.QT, 151=-4cr4 From : Terry McGill Company : Company : B & G Plumbing Co. Fax Number : 2 yl - 59q5 Fax Number : 223.3750 Subject , QLun�arwL P�llnti.r j�ppl�t�r,e„r Pages including cover page: 2 Date.: MESSAGE WinFax PRO Cover Page CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 r Permit Number: 20364 Address: 1330 OCEAN BOULEVARD Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: REPAIR Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):3 Block: 54 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 4,295.00 - Date Issued: 7/17/2000 Name: FOUNDATION SYSTEMS Total Fees: 52.50 Address: 205-1 EDGAR STREET Amount Paid: 52.50 ATLANTIC BEACH, FL 32233 Date Paid: 7/17/2000 Phone: 000)000-0000 Work Desc: FOUNDATION REPAIRS Mum FOUNDATION SYSTEMS AND EQUIP. PERMIT 52.50 3 FINAL BUILDING NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $52.5014 Date. 7/21/50 01 Feceipt; 9075413 CHEClt5 ATLANTIC BEACH UILDIN 00190003221000 CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s) : 6y&711 w tel!E 4 Job Address: /S30 Q0_690) &V4, Phone:�9D�� t p9-D�9fL Lot # Block or Unit # S _ Subdivision: _Ll Ef `CZE. o, i?18q_7- 000 Contractor: r_Ody I>&A-'Ar'1 A -C --Fz„s p State License # e8 C'od'668z �$3S- "d, i'Af4j I. (1, ) /moi c. Address: P 6 . Z" roSi 'f K' Phone No: o0g) Z y/- Vs'z '" City��qC4e_kp,(V1U1 961r 4 State rl_ Zip Code 121 yob Describe work to be done: FodslaetirldyJ KrraiRS Present use of building: psi nl GL A i4pP Valuation of Proposed Construction: 1 z2 s � Proposed use: Is this an addition?- If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase)? New plumbing fixtures? New fireplace? New Heat/AC? SOM4121 TMMZ (CObIIIIMEZZCIAL) TWO (RESIDENTIAL) CCJdF1ZTE SETS OF PLANS, INCMDDING SITE PLAN, SORVEY, ENERGY CODE FCPMS, NOTICE OF T, AND OWNER/C0h-XPJ1CTCR AFFIDAVIT, IF 09MM IS CONTRACTOR. g ' �? Signature OWNER: Date: Signature CONTRA Date: (0 30 • U- O AS TO OWNER: Sworn to and subscribed before me thi6_'\ 7 tay of WALfEflCLARK MY COMMISSION#CC 827590 EXPIRES:June 28.2001 NOTARY PUBL C S„1kRmffnM10"Pume U"deNftm AS TO CONTRACTOR: Sworn to and subscribed before me this 3a day of ,2000. NOTARY PqeLIC BILLY C.MCMAHAN MY COMMISSION#CC 835883 EXPIRES:May 11,2003 Bonded Thru Notary Public Undenaiters oc V601$41159544 pFiledded 07/17!2000 08:47:33 AA NOTICE OF COMMENCEMENT HCLMENRY COOK COURT s DUVAL COUNTY W 5 MIN.-RETURN TRUST FUND 1.oa RECORDING 5.00 go TO WHOM IT MAY CONCERN: 4) The undersigned hereby informs all concerned that improvements will be made to certain Cn real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. m Description of Property &01 0 s: IZ36 Dc6ia,( BZvn.. AeAtu7c ,AL3-auz CN .(. Gs�C.' /�-ZS - Z9f /�1.4.✓o�gcAv 7 Lir 3 � Gac Sal LIFE �s�-� RF 4/ �7/8S�?-oaoQ .st o General Description of Improvements fo d.Vo s,-ri d-,J ZlWlt5 - (&,0 <4i A(44 AI C Owner 14 E v ' C9�� b99-og 9 Address: I I 3 vv .r?c Z z 11 Owner's interest in site of improvements: QI,JJ Fee Simple Title Holder ' other than owner) Name Address n/ A Contractor r6J a J-I4 V Z� Address Surety (if any Address Amount of Bond $ *9 Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name W�19 Address A114 In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option). Name i✓1 Address: Owner Sworn to and subscribed before me this day of I. Z)jqv,, ij, C"wtv Notary Public �Qdn�/Ohl �S r'�S ;�'i'�r ,, DAVID WALTER CLARK r t. �^ r �` MY COMIAISSION/Cr 827590 `'Y'd,P!n 4, � Qa, //4 C ` , q EXPIMS:June 29,7001 8onckd ThN NoWy Puft UndWAne .. z L7o0IC IDO WO Z A _ ,✓ RTft Q I� ] - 2Pc Z��8." Standard Atlas Piers No. 1 -3 NOW; - Followirg underpinnirj� operation a cement based grout is to be a injected beneath existire foundation footing in areas underpinned to fill all voids created during underpinnirg. NOTE: - Actual pier locations may be moved as necessary to avoid' underground utilities, burried obstructions, etc. ' O'MALLEY RESIDENCE 1330 Ocean Blvd. Atlantic beach, FL 32233 7R(e3gister nis S. B a, .E. PIN LOGA?'ION PLAN edF id No. 42414 DRAWN AB DATE'6 5 2000 %ALE: N/A CHECKED, AB JOB Nost2000/11 Single story Concrete Block tr ren Y r C049= wit I rwwlvl;$5 Cum= PN wt !SK�Cat�iYl7 t cmc ►ataooic CALM um twaua t�ca PIN PILE PROFILE E19 'PILE FRONT VIEW O'MALLEY RESIDENCE 1330 Ocean Blvd. Atlantic Beach, FL 42233 Ain s J. 1a P-EPIN PILE DETAILS Registered Fio No. 42414 DRAWN; AB DA7E:6/25/2000 SCALE: z OICKED; AB JOB NO: 2000/119 NA g CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD—ATLANTIC BEACH,FL 32233—TEL: 247-5826—FAX: 247-5877 a ; Permit Number: 20364 Address: 1330 OCEAN BOULEVARD Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: REPAIR Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):3 Block: 54 Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: 4,295.00 _ Date Issued: 7/17/2000 Name: FOUNDATION SYSTEMS Total Fees: 52.50 Address: 205-1 EDGAR STREET Amount Paid: 52.50 ATLANTIC BEACH, FL 32233 Date Paid: 7/17/2000 Phone: 000)000-0000 Work Desc: FOUNDATION REPAIRS IIIIN FOUNDATION SYSTEMS AND EQUIP. PERMIT 52.50 FINAL BUILDING NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $52.5014 al Receipt. 0015413 G.� ATLANTIC BEACH UILDIN .c1�L�I LANrj�, OF ADDIT ONS or • " • D• NOT REMOVE JOB ADDRESS DATES 3 3 © oe'.) 4, "o �r-! Z 8/° THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted sI'f -- ©� F W e r $acB&.REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been uMeiNc made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m.to 5:00 IP p.m. Monday through Friday. eL r lJ p�LANr,� OR OF ADDITIONS or CORRECTIONS22I D• NOT REMOVE JOB ADDRESS DATE 33o a6Ut 6L49 .4dm THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Q-�.( o(L U,u rJ C 2 1�ooTE2 l f=oci D- 305 F it 4uuuc Wa qom a'IVk-- (7acd-t 35 t5r.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office-from 8:00 a.m. to 5:00 SLOGp.m. Monday through Friday, CITY OF Office of Building Official REQUEST FOR INSPECTIO Date Permit No. ✓` �" Time A.M. D ,� Received cc) J Job Address La4Q� Owner's Name Contractor111 BUILDING C CRETE r ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing C7 Rough Wiring Li Rough - Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Cl Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues, Wed. Thurs. Friday D--'-�—' Inspection Made p — Inspector Final Inspection o ccupancy ❑ Date I (} y'VPS i OI PAi TTMENT of B Ji�We � { # f3F ATLANTIC } - �lrFaRATzcN LO ATION INFORMATION Address: 3t? C A t BOULEVARD rpt T +g RR -'R OCF ATLAXT1O BEACH, FLORIDA 32233 L90kLDESCRIPTION Q str . � iQ4R3 FRAR�l ' Lot, RN3��k; ��on� 'I; .pos0d Use SINOLE PAKILY Tow''ush p: R�N€3a 0 F} �yl� yt :t�. y .. C +de Eq�yy bdivx tit F4t i6d N 1 3 a .'�000 31iprGty. co $0.00,. f Tot al 5,0 HA> xla t 2 2 .50 I?z� 93 : 1 ION APPLICATIONFERS �.__�.�. a, pm t' 2 2 . 0 j " ULE AR ;��, �"f' PACT" � t} .f?El� A '1� R I I310- E k� WATER �lR�TE /TAP . ADON +SAS-.Ri.R�. S. S d .010 �. 9AD0 0A,,S -� 5$ $0.00 I ,B FI�AO`Bt ITR IQ SSR TAP *00 SC?" "R?L RRRAOLI �y SHARE . Ty CR t S O€3«# ACTi41 ' 0.�3�3 i "R� �"S' �".±an,�,rv3 M..:n a+Nuw n.�'°aa� r�w�a wc. ♦�. d SIP OTHER, i 1 j I C.1Ti C =�"AL4 C [ tET�s O ll�1WAN©FQ'IDT111403 �iti3�1't3�i� �+ErC 1'Et1 0Sft?q�i�C?URIM�i PI F3I�IIT C?tO SIX MONTHS AFTgR DATE O ISSlJ"� a t S 6AATI~I�f4i RUB ? FO T'IS WORK MUST NOT,OE PL:ACE0 IN PUBLIC SFACEt AND MUST BE D l P SNR 'WAY SY S FHEft WRAC OR OR OWN,E i . Ct3 Y '1N' TH THE MECHAN CV LIEN. W CAN. ESU1.' tN {F QPET � "PA1NG t" �VICL �t311 . r 1A�tPAfl1IN1E1tT ." j VALR r � WHICH ARE PART of THIS,P&-AMIT AND SUOJ9 T A'tL CI�1 }Il pINCa"13. AAI I�i1 IiIPr0I4t CITY OF ALANTIC BEACH ROOFING PERMIT APPLICATION Owner(s) : !R Address:- /330 OCel� Phone: `77-J�a�"�� Lot # , Block or Unit # Subdivision: Contractor: ALL A-VJS 5-72An, Address: ��-J 4W�� c0��/.��Ti -0 /0's City, State and Zip �T / Phone 60111 State License # 1CC7C., Coo g3�1 - Describe work to be performed: X6ROC-r Valuation of Proposed Construction: 2000.0 Materials to be used: �� Signature of Owner; Signature of Contractor: -12 Liability Insurance Supplied Workers Compensation Insurance Supplied License Information CITY OF ? Office of Building Official � REQUEST FOR INSPECTION Date Permit No. Time Received �. J P.M. District No, Job Address Locality Owner's Name BUILDING CONCRETEELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Wg iFiTFj rin O Rough ❑ Air.Cond.& ❑ he Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ S,= Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed - Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector �Inspecflon Cert l ate of Occupancy Date � ~ � ( /�� - DATC:__�__________ PRL-SGRVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 NEST DUVAL. STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE' AND x6� SATISFACTORY : _________________________________-_-___-_-__-_--_ ___-_______________-______-_-______ _ rocloaed are the blue copies of the permits. SINCERELY, ^ BUILDING INi�PL,CTIUM DIVISION coFILC ' � | \ 1 CFTY OF A,TLklflr'"1'C FLORIDA 7e .. .. {C:i CA t C 4J 9'd V `'7 r�n l•::l `. r... .�'.� f O1q��"I C J Z-3 F ,rovad by O iJ'\_- c_ :LV I.. :r-c _ _:�. A..,a�..a TO ?r'E CHIEF E_ECTRfCAL INSPECTO-.1: 6=30 jg 93 IMFvrR"i r.,NT NOTI-:;E: IN CON_IDERATION OF PEP,PAiT Cf1."c�' FOR [:Di 1C THE `.':17RK AS DESCRIBED IN TY.E FOL'_O`�/ING, WE HE _3Y AGREE' -- R'=RFORiA SAID WORK, IN ACCC,,DAHCE 'vVlT'.-i T:iE AT 'CHE- PL%NS ANi D S-�CiF;CAT'ONS, WHiL`.� AREA 1 ART FIEREO;=, ..",'SID I'< ACC^ Ai�iC t':' TF' THE cL''C i'RI%.ai_ REGULAI it�NS, CODE t:':D C TY Cr ATLANTIC BEACH ORDNANCES. R & R EL.CT?!C �NC.F,:H FLOU!,N, lid C. P. 0. BO'X 6223 JACKSOi;Vi!I E, FLORIDA 32219 (� EL- 'RICAL FiR.M: >�A1�;E Ann Rhodes A 71330 Ocean Blvd. RFd sex R!-DG.SIZE _ EETINEEN: RES. (X) AFT. ( ) CONIM. ( ) PUBLIC ( ) INDUS. l ) NEW ( ) OLD 0O REW. ( ) ADDITION ( 1 TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW ( ) INCREASE �N) REPAIR ( 1 FEES CONDUCTOR SIZE z1 AMPS .2190 COPPER ( ) ALUM. ( -SWITCH OR BREAKER OO a.MPS PH 3 W /7ovOLT RACEWAY - / I EXIST.SERV.SIZE /&-V AMPS l PH W -or/ I RACEWAY FEEDERS NO. SIZE N0. SIZE NO. SIZE I LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN ITOTAL 0-30 AMPS. 31.100 AMPS SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 0-100 AMPS. OVER APPLIANCES I BELL TRANSF. AIR H.P. RATING H.P. RATING I q•��D CONDITIONING ( COMP. MOTOR OTHER MOTORS AMPS jCEfL HEAT: KW-HEAT o! Q-70'_R MOTORS H.P. VOLTAGE PHS I NO. N•P• VOLTAGE PHS MISCELLANEOUS I TRANSFORMERS:' UNDER 600 V. OVER 600 V. I NO. KVA N0. �KVA NO. NEON TRANSF. N0. VA. i';i,',, MOTOR SIZE SWITCH FLASHER EACH SIGN _ ^ �B/"•�n%� pec �.�•O V FORWARDED - 5 TOTAL FEES J _* FOR OFFICE USE ONLY DIStARTMEN1 OF BUILDING CITY OF A?LAl` IC BEACH, FLORIDA Date -L ^- 10- 1 Permit #/M;,' Fee $ o-d Valuation 5 APS lication fa}, Permit for HOUSE # / 3.30 l e•�y Miscellaneous A-terations, and Repairs (State' if to repair, alter, add to or move building, erect angs, signs, etc. ) . Sub.Div. 9 Bu�.lding,.on: Bl N9. ess valuation S 31W ,,00 ^' Ow,ner 'a Nie � t BUILDINGS AND, OCCUPANCY Building Use Residential or Business What' Plumbing work to be done? r= ' Size of Present Bldg. Size of Extension Lot Size No. of stories no after altsreik Material of roof Haterial; o€ Present Building Material of Extension NECESSARY PLANS TO BE SgWTT§R..HVREWITH OIL BURNER OR GASOLINE EQUIPMENT Name of 03,X. Burner or Gasoline. Puttp A,Type o= Model Name and Address of AiAufettUter Is cen"cti6ft herewith, applicat cin is also made to install: gal. 'sagacity tank(s) made blt ., o f ,. agge meta :gid.._.....__.._�_..._.__ ground. (Name of Manufacturer) t u nc�ar 'or Above) Under er Above) of building. For (Insiag or u s a ame oF ParcHaser) FURNISH DRAWING SHOWING ENTIRE LAYOUT ON REVEP.SE SIDE OF k _ THIS BLANK h SIGNS Size Classification (State whetEer groun , roof, wa , projectingbaneer) Material', of Construction Illuminated? Type of illumination (State Whether Lampg or eon Will sign be over public property? SU$MIT DRAWING SHOWING CONSTRUCTION OF SIGN AbTD I�iETHOD O I3ANGII��G WRITE ADDITIONAL INFORMATION BELOW (For canvas awnings provide dimensioned drawing oa rs sire) a . ' -IMPORTANT NOTICEc In consideration of permit given for doing the work as described in the alirove 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 the City of atlantic Beach. (Southern Standard Building Cote) . ' Signat f Owner f Adire4�e Phone No. el 7 FOR OFFICE �USE /ONLY Date.............. .----- 0-0 Permit -------------•-------..Fee •........ CITY OF ATLANTIC BEACH .. & Valuation x_.. 00............ a... FLORIDA House #�.. •©.-.-�c...... APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. _ Date........................I'� � `�9-1-----.., 19--•------.- Owner...-•-- c>i L015K---•-•----- ••----------•Address---•-•.....................................--------.------Telephone No........ .............. Architect_---------------- ---•-------- Address...........................................................Telephone No.---.--------------------- Contractor Builder . - ! _ ,5.................Address-.--------------- ----------_----------------•-------------Telephone No-----------............ Lot No--------------------- ---------•........Block No.----...5-0-------------Sub Division._. Zone__... -------------------------------------------------------------•---•---Street----------------------.-'Side Between_.....--------------.----------.--------•------and------------.-.....------•------...------•--•--------.S•ts. Valuation $_Ll__Q_O -`_-�-v-For what purpose will building be used_-.._-...��s-'__-_--..__._Type of construction__�lL� ...._..__._ Dimensions of Building--Z--Q-.___X__'S_ ____--:Dimensions of Lot_..-_._� ._.. _._� S_....__....:Size of Footings-._-� ------ Size of Piers------._-___...___________..-Size of Sills._.__.--------------------------GTeatest Sill Span in ft------------ ___._._.Type Roof_.__N"&s___.. How will Building be Heated?.......DSL- -........................................••Will Building be on Solid or Filled Ground?.- ._ 1- .......... Size of Ceiling Joists_._? vs�_��__S.._-__-- Distance on Centers........._ a�S -•----_--__-., Greatest Span____t�______________..._.._......_.. " Size of Floor Joists..r_-5.L �--___---------------Distance on Centers........... .......•------------------------- Greatest Span............................................ „ Size of Rafters-._.....?.F:_v.— __..__-, Distance on Centers_.-_.- _�-.1"__f�___._______- Greatest Span__.._ /........................ This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. 14 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. 0 FRONT OF LOT 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 specifics ions, which are a part hereof, and in accordance with the building regulations of the Cityo1,Atl9,BticBeath. r Signature of Builder.x . ------- Address..................................................... -- . Signatureof Owner....... ...................................................................... Address.............................................................................................. a I a s i DATE: �~ PRE-SERVICE DIVISION JACKSONVILLE; ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS? HAVE E31=EN MADE: AND AkE: SATISFACTORY : -----------------------------------------------F -------------------- e F,nclosed are the blue copies of the permits. ::SINCERELY, DUILDING INSPEC T1UN DIVISION c u FILE_.; i I if j I1 s. 5 0,14 A QEPARTMENT OF BUILDING +R s CITY Of ATLANTIC Bt-ACH c` A ' it cll el<c 1016 Adds els': ULSVARO Tipe. ME HANI AL , aTYa 'TIC 1 ACH} , FLORIDA A ? " d ii rk ALTZRATI�ti ,. _...., _ ►) E AI: t R R PTIt3N `n rb , T'ypi W3t31 Lot: I3�� k: ctict�: gipp ed uiv, SINGLE-TAKILY awr Z It . R .,, 0 : Subdivisi imated, Vak.1u.e: X13 . Impr€ ,4. Gait : 00 I A u 4 n at +� y+� +LON "' ."" "'r4'5��'� � 'a� �F+Id'� CATI 111 om PRO I%921'` 0.001 � RADON OAS-4H R t S, �f3,.Qa . { RADON CAS y oQ eme ? I NEXR$ I a WAR SAI' Q.-C► 3 A 14 „ , CR SLT : TAP $0.:00, AX.I° 6 Y'DI AU I a It .A t3 " Tpe Q f 'IcVP OTII I*iC?T Al NOT COI�CFtETE 1�E'lAl1A�AND FOOTINGSMLt9T 8E ro FSEERIVIII �fOlt}SIX MONTHS AFTER DATEFJ t[1E`” { " F RiI I :MAflrRIAL;RU81SH Awt�bERAIS FROM THIS W©Rtt MUST NOT 13E PLACF. i IN:PUBLICPAE,AN$.MUT BE UP,ANpHAULEb,AWAY BY EiTH;ER CONTRACTOR©Fi OWNER i x , R4 T C 311r P . W 7H THS l I�CHAN or 1N;G i t. a x PE '�'1�: /N " ' IVIG TWICE 'FOR 8 � : IIP1 # At ; g I EROIfiI€i T,O API,ROVED OL.ANS WHICH ARE DART OF THIS i RMIT ANa'SLIB�t 3+3 R Y{ CATI ; ATION OF�AP !``CAQLE.PROVISI(, N OPLAW. ASL TQC BEACH BU(Lfl1Ir4GDEPARTMENT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH '.. ATLANTIC BEACH, FLORIDA 32233 - APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -Applicant to complete all items in sections I, II, III, and IV. 1. LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Sub division II. IDENTIFICATION To be completed by all applicants , In'consideration of,permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attaclLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical Contractors Contractor (Print) Master Name of he"ty Owner SigaNure of Owner Signature of or Aa thorisad Agent Architect or Engineer 111. GENERAL INFORMATION r A' type of heating fuel: B. 100/ I IS OTHER CONSTRUCTION.BEING DONE ON c THIS BUILDING OR SITE? Q Goes ❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Cl OB PERMIT Q Other Spedty IV. #AEC.NANWAL E011PIriENT TO BE INSTALLED NATURE OF WORK (Prov complot*Ii of components on back of this forst) Residential or ❑ Commercial Heat ❑ '$Pace ❑ Recessed EkisCentral O Now ❑ New Building r Conditioning: ❑ Room a,-emtral FYExisting Building !" System: Material ia Thickness ��Replacement of existing system ❑ New Installation(No system previously installed) Maximum opacity c.f.m. - Rofrigeretiee► ❑ Extension or add-on to existing system ❑ Other Specify Q Cooling tower: Capacity g.P m. Q fins sprinkle": Number of heeds Q Elevator ❑ Manlift ❑ Escalator _(number) THIS VACS POR OFFICE USE ONLY (3 :Gosoline pumps» -(number) (Remawsl) p' Tanks (number) Remarks Q LPG containers -Inumber) Q Unfired praauro vessel Permit Approved by Dots. C3 Othw _ SpecifyPermit :'UST ALL EQUIPMENT a-AIR CONDITIONING AND REFRIGERATION EQUIPMENT ( pity App ` � Ntmnbes Vnitn Dacrltption Model Number IIEan r (Kbns) sk u fATINr ACES, BOILERS, FIREPLACES Number Units Deecrlptioa No"Number ltaaui y TANKS ]how Many Nam�at Capodty TM i�4Wd Name of serial A1?� 19 = �ImeoPdW=t Oantained t>y� No. A�euey CITY OF- 4d-,4v& F4d- /3eacA- Office of Building Official REQUEST FOR INSPECTION >` 3- l Date � r ' �' y Permit No. Time Received M. District No. 0 VD Job Address Locality Owner's �L 19 EC T� C Name BUILDING CONCRETEMECHANICAL S �ELE�CT�RICAL PLUMBING Framing ❑ Footing ❑ Rough wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ , ��(J Pre C PreFirFaace ❑ Fab READY FOR INSPECTION A.M. Mon. Tues. �J Wed 10 'DO Thurs. Friday P.M. / A.M. Inspection Made P.M. Inspector �� Flnalin�tln Celt kale of Occupancy Date ,Vy�, 01 -" Jia $ CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 r1J31>°r Application Number . . . . . 10-00000673 Property Address OCEAN BLVD � Date 5/27/10 Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED -----Application valuation . ---------------------------- ---------- Application desc ------------------------------- water heater/reroute water lines ----------------------------- Owner Contractor ------------------------ _ _ _ PALEY, SEAN CHRISTY FIRST COAST PLUMBING 1330 OCEAN BLVD P.O. BOX 50446 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 ------------------------------------------- (904) - ------------------------- 247-4419 Permit PLUMBING PERMIT Additional desc . . WATER HEATER/REROUTE WATER Permit Fee . . . . 62 . 00 Plan Check Fee Issue Date . 00 Expiration Date . . 11/23/10 Valuation 0 ---------------------- _________ ------------ Fee summary Charged ------- g Paid Credited Due ---------- _______ Permit Fee Total 62 . 00 . 00 Plan Check Total 62 . 00 . 00 . 00. 00 . 00 . 00 Grand Total 62 . 00 62 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax(904)247-5845 JOB ADDRESS: j ,3 3n Cee, B VeL PERNIIT# -7 3 NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well **UR WD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other 0-- m i h y� wAr"r I i run pip('na Co Id tt dw f- r lo�ru sore 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 provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate th rovisions of any other state or local law regulation construction or the performance of construction. Property Owners Name /1 G l � Phone Number 2S 3—/o/S(o Plumbing Company .CHRISTY FIRST COAST PLUMBING INC Office Phone 247-4419 Fax 249-4660 Co. Address: PO BOX 50446 City JACKSONVILLE BEACH State FL Zip 3 2240 License Holder(Print): BRIAN D. CHRISTY State Certification/Registration# CF C056487 Notarized Signature of License Holder Sworn and subscribed before me this day of 20 Signature of Notary Public � h _" x r YTT--`"5ti��1 � � t'�"r ^"' F7, T, PC, !, r f# t� �y APs R FF a Ss 9 r 7 <{ e a r��- F"t l f f y r 1F rr f a j v t dt % !h s l Jf e 1 c ,4 it -r "It t gr !+ f!4 t-� �� a + fr3 i ¢d r rf ti 4 j s r ! 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