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970 Sailfish Dr (vault) PERMIT WORKSHEET C irtificate of Occupancy l Job Address: �...lO c-.�,�Ic., -� Type Work: Property Owner: Phone # 859-36 ea3 Contractor: Phone # ©XX)QL12- Permit#: Date Issued: ` �Q Building Inspections: Footing 6.)AA o Slab (Y)ti Tie Beam Lintel Nailing / Sheathing `i Framing ./ Cover Up Insulation .31.6 Final Building i Z -2-o-0 Tree Permit# F— YES O Electrical Permit# Date/Copy to C 1-1- C-2 lie, 3 C% J EA 'ZI Temp, Pole Permit# Date /Copy to 6JEA Temp. Power Letter Received: YES q0 Inspections: Rough Electric - p Released to JEA 04 Temp. Power Released to JEA Temp. Pole 5,i -C" ! Released to JEA Final Released to JEA Mechanical Permit# 1 04, 9--?J , Inspections: Rough 1Z-Z-e- Final —� Plumbing Permit# M- d t 6 Inspections: Rough / Underslab '1- Topout Water/ Sewer Z a Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final �— Fire Inspection: Failed Inspections: M,Fl,4�L� I Z-1 If-a Date Paid: _ Date Paid: • CITY OF ATLANTIC BEACH 8011 SEMINOLE ROAD - ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . 06-00033930 Date 9/19/06 Property Address . . . . 970 SAILFISH DR Application type description PLMIBING ONLY Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------ --------------- ------------------------------------ Application -------------- Application desc IRRIGATION i ------- ----------------- ------------------- Owner11 f I Contractor -----�- L-- - ------------------------ BOATE 1 DFS IRRIGATION 970 SAILFISH DR. 13806 SPANISH MARSH TRAIL ATLANTIC BEACHFL 32233 JAX BEACH FL 32250 (904) 859-3863 ( (904) 221-4496 -------------- ------------------------------------------- Permit . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date Valuation 0 Expiration Date . . 3/18/07 ----------------------------- Fee summary Charged Paid Credited Due ----- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 , 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 , 00 50 . 00 . 00 . 00 I I PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF A 1ANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. j rf n� ITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: ;S;dl Property Address: Owner: IQ Telephone#• Contractor: 9l� C Telephone#: Contractor Address: Fax#• Contractor Signature: In consideration of permit given for doing the work as described in the bove statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a partereof 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 othe construction is being done on this building or site, ❑ New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other *See attached sheet see For Backflow and Irri Fees ation procedures Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800- Fax: (904) 247-5845- http://www.ci.atlantic-beach.fl.us Revised 9/06 a 800 SEMINOLE ROAD,ATLANTIC BEACH,FLORIDA 32233 CITY OF ATLANTIC FAX(904)247-5845 BEACH Fax To: Melanie Casimir From Robin Pundamiera Fac (904)8054074 1076 Pager. 3(including cover sheet) Phorm 4VAr 905 - 110 77 Date: 2/1/200-5- Re.. /1/2005Re: 970 Sailfish Drive CC: N/A ❑Urgent ® For Review O Please Comment ❑Please Reply ❑Please Recycle e Conxnents: Hi Melanie. I did a double check on the actual property owner for the above address. On the building permit, it shows you as the owner because that was the name on the application. According to the JAXGIS Property Information(Property) ppraisers Office),your dad is the owner. Map Output Page 1 of 1 JAXGIS Property Information ?i ;i sea r'r r` ±i rr moi.r1 <6� + 171169 0000 J 970 P1,, /i �fyf 'Ir :i rr tf f; 9i9 �t 984 1 �l �I 925 hh _905 Copyrip ht iC]2W 2 C iiy of Jaohsonvi1k FI V E 11 ame AddreSs Total tree let sp egai Descriptions Eiot andUse Zoning NT Value ook anel 70 0-060 38-2S-29E 171169000 ILVERIO AILFISH DR 9750 .1800000071 58A2 OYAL PALMS UNIT 1ANUEL Z ET EL OT15BLOCK 4 2233 http://maps.coj.net/WEBSITE/DuvalMAps/toolbar.asp 2/1/2005 r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD a ATLANTIC BEACH,FL 32233 a NSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-0@027930 Date 2/01/05 Property Address . . . . . . 970 SAILFISH DR Tenant nbr, name . . . . . . REBUILD SFR AND ADDITION Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 14804 Owner Contractor ------------ ------------ ------- ----------------- CASIMIR, MELANIE OWNER 970 SAILFISH DRIVE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 859-3863 -------------------------- -------------- ----------------------------------- Permit . . . . . . BUILDING PERMI Additional desc . . Permit Fee . . . . 540 . 00 Plan Check Fee 270 . 00 Issue Date . . . . 4/15/04 Valuation . . . . 114804 Expiration Date . . 6/18/05 ---------------------------------------------------------------------------- Special Notes and Comments 200AMP, 1PH, 3W, 240VOLT, 2 . 511RACEW Y Fee summary Charged Paid Credited Due ------------- ---- ---------- ---------- ---------- ---- ------ Permit Fee Total 540 . 00 540 . 00 . 00 . 00 Plan Check Total 270 . 00 270 . 00 . 00 . 00 Grand Total 810 . 00 810 . 00 . 00 . 00 PERmrr IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY F ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDP� CODES. BUH,DING OFFICIAL - CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 2/15/05 Parcel Number . . . . . 171169-0000- - Property Address . . . 970 SAILFISH DR ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . TO BE UP ATED Owner . . . . . . . . . SILVERIO, MANUEL Contractor . . . . OWNER Application number 04-00027S30 000 000 Description of Work SINGLE F MILY RESIDENCE Construction type . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . _K) Building Offi ial VOID UNLESS SIGNED BY 3UILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 2/15/05 Parcel Number . . . . . 171169-0 00- - Property Address . . . 970 SAILFISH DR ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UP ATED Owner . . . . . . . . . SILVERIO, MANUEL Contractor . . . . . . OWNER Application number 04-00027930 000 000 Description of Work SINGLE FIAILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . c) C 117 Approved . . . . . . . ..— Bui ding Offi ial VOID UNLESS SIGNED BY SUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 2/15/05 Parcel Number . . . . . 171169-0000- - Property Address . . . 970 SAILFISH DR ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UP TED Owner . . . . . . . . . SILVERIO, MANUEL Contractor . . . . . . OWNER Application number 04-00027S30 000 000 Description of Work SINGLE FTMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . ._._ Building Offi ial VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET ! I f3 ' C- Date Requested: C1--�(f) SY-r L F 1 S �2 Contractor Name: M 14fN Ll 'i -'s, ! V C M I-'t�c l c T1s Permit M 0 L v� y 0 Property Address: IS Legal Description: 03d ' Improvements to the above-described propert have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ,X Single-Family Residence to KV ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -- Public Works / Public Utilities Planning Dept. v -z 05- Sz3LQ Building Dept. �_� 1 �/ - pLs t U-7 Final Survey with FFE E!3/ Yes ❑ No All Re-Inspect Fees Paid a Yes 0 No 1. Yry J CITY OF ATLANTIC BEACH � J FLOOD PLAIN DEVELOPM NT INFORMATION Location: 4 -gb,\LaTt S N iDq , %ic- 1-7 Type of Development: Flood Zone: Required Lowest Floor Elevation: /' " Ae o i' 1261/.v If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate ol Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the-proposed development. Applicant's Signature: Date: Department Use: Required lowest floor elevation: Am As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 ' FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructs ns on pages 1 -7. ' SECTION A-PROPERTY OWNE R INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number .V/V /,G VER/o BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.0 ROUTE AND BOX N0. Company NAIC Number 97o CITY STATE ZIP CODE 32 z 3 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Des ription,etc.) .G 07-15 644i Cs�' v Y G 47,41-4o:7-5r O�� BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a C mments area,if necessary.) LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: 1�GPS(Type): or # .# #°) LJ NAD 1927 1J NAD 1983 1-1 USGS Quad Map 1_1 Other SECTION B-FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.NFIP COMM�;NAMEOMMUNITY NUMBER B2.COUNTY NAM B3.STATE TtJ�lT/ /20075 Ou VAG �L B4.MAP AND PANEL B5.SUFFIX B6.FIRM INDEX B7.FIRM ANEL B8.FLOOD B9.BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVEJREI ISED DATE ZONE(S) (Zone AO,use depth of flooding) /24W75 Ooo/ O N/.4 PRrG / /06Z •, x '141 A11A B10. Indicate the source of the Base Flood Elevation(BFE)data or base floo depth entered in B9. 1_1 FIS Profile JLC I FIRM I_I Community Determined ( Other(Describe): 611. Indicate the elevation datum used for the BFE in B9:JKJ NGVD 1929 NAVD 1988 1_1 Other(Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS)a ea or Otherwise Protected Area(OPA)? I I Yes Xl No Designation Date: SECTION C-BUILDING ELEVATION INFO RMATION (SURVEY REQUIRED) C1.Building elevations are based on: I_�Construction Drawings' �_� uilding Under Construction' (ZGlFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number / (Select the building diagram most simiI2 r to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations–Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with E FE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2.State the datum used.If the datum is different from the datum used for the BFE in Section B,convert the datum to that used or the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. DatumAl W /q 29 Conversion/Comments Elevation reference mark used Does the elevat on reference mark used appear on the FIRM? 1_1 Yes X1 No )i9 a)Top of bottom floor(including basement or enclosure) /2. 7 ft.(m) ❑ b)Top of next higher floor _ft.(m) ❑ c)Bottom of lowest horizontal structural member(V zones only) _ft.(m) y o ❑ d)Attached garage (top of slab) mA —ft.(m) 2 • e)Lowest elevation of machinery and/or equipment Ale 12A27 w a♦��t_ servicing the building (Describe in a Comments area.) /2. 3 ft.(m) E e �, f) Lowest adjacent(finished)grade(LAG) Z.9 4,)N ❑ g)Highest adjacent(finished)grade(HAG) /2 . O ft.(m) ❑ h)No. of permanent openings (flood vents)within 1 ft. above adjacentgrade�_ � v . ❑ i)Total area of all permanent openings.(flood vents)in C3.h sq. in. (sq.cm) �( SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. t certify that the information in Sections A, B,and C on this certificate repres ants my best efforts to interpret the data available. /understand that any false statement may be punishable by fine or imprison ent under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER DONN W. BOATWRIGHT P.S.M. LS 3295 TITLE COMPANY NAME PRESIDENT BOATWRIGHT LA.ND SURVEYORS, INC. ADDRESS CITY STATE ZIP CODE 1500 110BEFAI JACKSONVILLE EACH, FL 32250 SIGNATU /oEBRCl�JR TE ZOD TELEPHONE 904) 241-8550 CC&AN r__.._ o� o+ .. _..7nno C.... ............ ..:.,, s_ ......,..,i:^... n-•-. ..,..... ..1 .,..,,...-,pie orl�4l r.nr MAP SHOWING BOUNDARY SURVEY OF LOT 15 BLOCK 4 AS SHOWN ON MAP OF ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 30 PAGES 60-60A OF ME PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: MANN SILVER/0 V 2 4�¢ LOT 1 4 0.2' � Sss•,' 5662?' F N, 100 00,7 00 !t a ^j Alf,4' 'w W . / 55 4 Nk FENOf 0.3 / RFSlOfH C Ui qy / Q •"� co F / °o 87n ry / "AI C N 02 40¢/ CJ O / , 0.3' cb 0.3' LOT 20 N%3 P.C. m /P N66 0.3 4 / ,hV^ loo Oo.>S, ,qC L 0 T 1 9 4 Q/ /0.3, / THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT Sr BEARINGS BASED ON PLAT AS SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS ON THIS COON . UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN CITY OF ATLA TIC BEACH SS 800 SEMIN LE ROAD =� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHOXE LINE 247-5826 Application Number . . . . . 04-00027930 Date 7/29/04 Property Address . . . . . . 970 SAILFISH DR Tenant nbr, name . . . . . REBUILD SFR AND ADDITION Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation 114804 Owner Contractor ------------------------ ------------------------ CASIMIR, MELANIE OWNER 970 SAILFISH DRIVE ATLANTIC BEACH FL 32233 (904) 859-3863 ------------------ --------------------- ------------------------------------ Permit MECHANICAL PERMIT Additional desc NEW HVAC Sub Contractor TROPIC HEATINOT & AIR Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 --------------------------------------- ------------------------------------ Special Notes and Comments 200AMP, 1PH, 3W, 240VOLT, 2 . 511RACE AY Fee summary Charged Paid Credited Due ----------------- ---------- --- ------ ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH OWNER/BUILD R AFFIDAVIT Date: Job Address: O CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO Ell, DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO TI T LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN ONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUT SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A. FARM OUTBUI,DING. 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 LE SE. 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. YO LJR CONSTRUCTION MUST BE DONE ACCORDING TO 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. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVF THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK i EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPEC rIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE ICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO M ST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOI S NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO ORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS'WORKER'S COMPENSATION INSURANCE BE URCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE E LOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF R i DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ TIRE ABOVE DISCLOSURE STATEMENT AND THAT 1 COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. r PRO R OWNS DER FLOL, ` PA .-0 SW _ANIrl Sj jgSr=LU THIS�DA OF Z _20_. EY t JENNIFE- MY COMMIS01EXRIRES ?�+i� Q Y PIC -' C MMISSION EXPIRES: NOTE: PHRASES UNDERLINED ABOVE. �A I L_ F= D F-c-2 I 75 " ,q . N O /-5 T�" CONC Le x N 70 N Cro -- w � n•Z' M J � mor d in. � 5' S' - O T / .9 L d 7- 2O I . A/C CIMQA/ERS SET LEGEND WAVMY I RAY & ASSOCIAM Q URAL STAKE SET LAND SURVEYORS 0 INSTAL STAKE FOUND 38 EAST 17a STREET ® PERMANKNT REnRENCt LION. JACKSONVILLE. FLORIDA WOOD STAKE BET PHONE 353-6476 —s—z—�—: FENCZ DATE SCALE AAv z 1e7 10 = 20 JOB NO. nv Q{M�AwAJ t�/1NM�A/ 5 MIN. RETURN Book 11690 Page 209 atiONE#4,4 le -Q `�°�� NOTICE OF COMMENCEMENT State of N=%-00.aS7A Tax Folio No. County of %.iVll." To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information s stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: %—O"r VS, *..00o k.4+ aL ?"L U?4r Address of property being improved: i 1 A'T%C bSW.A Ft.. General description of improvements: Whcat.$ @ 1 Owner: " 1�iat,.it1 t. Q465.1tr�►�t Address: ST. M "V. C t,..%2-133 Owner's interest in site of the improvement: 19eJ ial- %Xs6' c" Fee Simple Titleholder Qf other than owner): oc 200 12 Name: r°:a u i 1�tt C.�►t� R. o OtalAtlR� Address:" O dtL t- F1„•' .3 Contractor: *A%vL t •t 03/15/2404 • g pM Address: Cile %T 't"%-%%A--T . Phone No: ax No: rnuur� UOURT Surety(if any): S 5.00 Address: Amount of Bond $ TRUST FUND t 1.00 Phone No: ax No: Name and address of any person making a loan for the construction f t e improvements. Name: MbftkoA d; 2JA S ZU%t. * lost Rt I. Address: T1E Lt G4I6-%CQ. / Phone No: I ax No: Name of person within the State of Florida,other thanimself, des ated by owner upon whom notices or other documents maybe served: Name: N1iwou -A�7ut S a,�`VI�R�tea Address: %%1L VL&. ^ �!i• r�1T`i+t'tla. Phone No: a104 C;4a 151%g7 Fax No: In addition toimsel , owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: a waaan1R S.z*t%M&4U O Address: V%%C, TL:&.*^* . 4Vt%.2rC'{ Phone No:—q64% .1-" 0%" ax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE.ONLY R Signe t eoc- Date: + - .o'- Before me th s ice_day of in the County of Duval, State off 14rida,las p4Qnal4 apZared ax'FVtii% KIMBERLY W.ADAMS MY COMMISSION#DD 028004 Notary Publi at Large, State of Florida, County of Duval. ; o< EXPIRES:May 22 2005 M s: Bonoeo Thru Notary Public Underwriters eCSO Or Pro uce Ide atification: `x CITY OF ATLA TIC BEACH 800 SEMIN LE ROAD j ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 04-00028203 Date 5/04/04 Property Address . . . . . 970 SAILFISH DR Tenant nbr, name . . . . . . 12 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- ------------ --------- ------------------------ CASIMIR, MELANIE BADCO PLUMBING & PIPING LLC 970 SAILFISH DR. 11533 V. C. JOHNSON RD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 859-3863 --------- -------- -------------------- --- ------------------------------------ Permit . . . . . . PLUMBING PERMI Additional desc . . Permit Fee . . . . 119 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 119 . 00 119 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 119 . 00 119 . 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 ro 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. z�.. ( . qv� BUILDING OFFICIAL CITY OF ATLANTIC BEACH PLUMBING PERMIT PPLICATION #3� Date: Property Address: Owner: 1 v1C01 '----_A �- i rA' tZ Telephone#: '?0Y—e?_ !1 Contractor: C_ID �t n Telephone #:*/_3FJ-2&cY Contractor Address: SSS Ll 3 Zom ax In consideration of permit given for doing the work as described in the hove statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part ereof 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 othei construction is being done on this building or site, New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals / Urinals Floor Drains G Washing Machine cvZ Lavatory G Water _ Sewer ! Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: I r� 1 X $7.00 + $35.00 = 800 Seminole Road . Atlantic Bea h, Florida 32233-5445 Phone: (904) 247-5800• Fax: (904) 247-5845 1 http:itwww.cl.atlantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMIN LE ROAD ATLANTIC BEACH, FLORIDA 32233 " INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04- 0028212 Date 5/05/04 Property Address . . . . . . 970 SAILFISH DR Tenant nbr, name . . . . . . TEMP POLE Application description . . . ELE TRIC ONLY Property Zoning . . . . . . . TO 3E UPDATED Application valuation . . . . 0 Owner Contractor - ---------------- ------- ------------ ------------ CASIMIR, MELANIE ALLAN DEES ELECTRIC 970 SAILFISH DR. 2826 LENOX AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 859-3863 (904) 338-4583 ---- ------------- --- ------- ---------- ---------- -------------------------- Permit ELECTRICAL PE MIT 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 NO 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. '()06- C ' JoNk BUILDING OFFICIAL � II CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION � � ht, Date: Property Address: cl 5o,-,' 1C, Owner: /fit ✓1re co"5 Telephone#: YSil () 16 Contractor: Telephone #: P- JVKM Contractor Address: 6 Ue'Ao Fax#: 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 area art hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. B lding: B ilding Type: ❑ Trailer Service: 1f other construction is New 87 Residence 2( Temp. ❑ New being done on this building ❑ Old ❑ Commercial ❑ Signs ❑ Increase or site,list the building Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALS Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 010 AMPS 31 100 AMPS Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTO S AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. kVA No.Neon_Transf. Ea._Sign 1 Miscellaneous �� o/e 4�1z2 2 L / 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845 . http://www.ci.atlantic-beach.fl.us � I i r�!f CITY OF ATLANTIC BEACH 800 SEMIN LE ROAD ►' � ATLANTIC BEACI , FLORIDA 32233 INSPECTION PHO'4E LINE 247-5826 Application Number . . . . . o4-()0027930 Date 5/05/04 Property Address . . . . . . 970 SAILFISH DR Tenant nbr, name . . . . . . REBUILD SFR AND ADDITION Application description . . . SIN LE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 114804 Owner Contractor --------------------- --- ------------------------ CASIMIR, MELANIE OWNER 970 SAILFISH DRIVE ATLANTIC BEACH FL 32233 (904) 859-3863 ------ --- - --------- ---------- -------------------------- Permit . . . . . . ELECTRICAL PE MIT Additional desc . . Sub Contractor . . ALLAN DEES ELECTRIC Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ------------------ ------------------------------------ Special Notes and Comments 200AMP, 1PH, 3W, 240VOLT, 2 . 5"RACETAAY Fee summary Charged Eaid Credited Due ------ ---------- ---------- ------ ---- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT 3E PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE O COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPRO MENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH Al T OF THIS PERMIT UB T TO REVOCATION FOR VI I ATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH w ELECTRICAL PERMIT APPLICATION Date: s_ ,5_ v Property Address: 0 Sal ;1, - Owner: ►' ip ck4 C' i n Telephone #: 8 8 f 03W Contractor: f P_ Telephone#: 09 V Gi'N Contractor Address: Leri o ,c Fax#: 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 area art hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Bding: B ilding Type: ❑ Trailer S"ce: If other construction is New t Residence L] Temp. done on this building Temp. e( New Or site,list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPEREl ALUMINUM R Switch or1 RACE -7.$ Breaker `'/(0 AMPS �� PH / W 3 VOLT 1Yd WAY 1r'z)G Existing Service ; - RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED `J OPEN 0 30 AMPS, 31 1 QQ AMPS Switches �L Incandescent Fluorescent & M.V. ! Fixed 0.100 AMPS OVER BELL Appliances / TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous 800 Seminole Road •Atlantic Bea h,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 http://www.ei.atlantic-beach.fl.us i CITY OF ATLANTIC BEACH sx� 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 z INSPECTION PHOIN E LINE 247-5826 Application Number . . . . . 04-0 027930 Date 4/15/04 Property Address . . . . . . 970 3AILFISH DR Tenant nbr, name . . . . . . REBUILD SFR AND ADDITION Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 14804 Owner Contractor ---------------- -------- --------- - ---- ---------- CASIMIR, MELANIE OWNER 970 SAILFISH DRIVE ATLANTIC BEACH FL 32233 (904) 859-3863 -------------------------------------------------------------- - ------------- Permit . . . . . . BUILDING PERMI Additional desc . . Permit Fee . . . . 540 . 00 Plan Check Fee 270 . 00 Issue Date . . . . Valuation . . . . 114804 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER IMPACT FEE 210 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -- -------- ---------- Permit Fee Total 540 . 00 540 . 00 . 00 . 00 Plan Check Total 270 . 00 270 . 00 . 00 . 00 Other Fee Total 245 . 00 245 . 00 . 00 . 00 Grand Total 1055 . 00 1055 . 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 ro COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPRC VEMENTS"ISSUED ACCORDING TO APPROVED PLANS w4lat THIS PE AND SUBJECT TO REVOCATION FOR VI LATION OF APPLICABLE PROVISIONS OF LAW. 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'��►'�'� State: Z p: Fax: City: : .Q�tT�O twit. S•C a.ia CST tib Describe proposed up an work to be done: !4t Shen eJ G+ C3 `1 Present use of land or building(s): Valuation of proposed construction: �tx.a�� •CtIG- Is approval of Homeowner's Association or other private entit required? o If yes, please submit with this application. Will this project involve changes in elevation,site grade or any u a of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade r fill material will be used on this project. YES. See Step 2 below. Approval of the Public WorUIRED. Tree s Department is required prior to issuance of a Building Permit. �'NO. Applicant certifies that no trees will be remove for this project. ❑YES. Removal of Trees will be required b the Tree C nservation Board,which h ch meettVAL s two timIT IS e s ach month. Removal Permits to be re y Procedure: In order to expedite issuance of permits, please f llow all steps and provide all information as jna2nriate. Incomplete applications may result in delay in issuance of perm it. y lease in STEP I. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, p 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. nstruction or on STEP 2. Contact the City of oAtl adinic $plan ich s)requi requof Public Works to ired. not equ'ired,written determine cation must beprovided with phis application.) topographical survey grading P The Department of Public Works is located�1�00 Sand iper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-58 34 STEP 3. Submit Tree Removal Application if trees are to be remov d or relocated. tice of Commencement, davit if STEP 4. Please submit Building four(4 complete Application,ets of const u Code n plaans tothe Building Department,wwhich is located at theme Atlantic owner is contractor,and ( ) P Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlar tic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904) 47-5845 • http://www.ci.atiantic-beach.fl.us Revised 1104 Page 1 Pl 5 D1:2- 1 1� W) 75 /-.5 T}.' CONC 33 e. N -- N it/-q 970 N nl x o 0 o � � x � n /O case 4001 VAJ N _ N—------- s' s' 0 7- / 9 L d 7- 2C� I . Mp G2�L7�/EL7S s E T LEGEND WAVMY I RAY A ASSOCl M p NUTAL STAKE Bsr LAND SURVEYORS METAL BTAKB FOUND 38 EAST 171rn STRZET Q FBRYANBNT REFERENCE ZION. JACKSON TLLE. FLORIDA PHONE 353-8478 MOOD STAKE BBT FENCE DATE SCALE Nov z . 197 1" = 2� JOB NO. 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CIHOHO lO8 Z'ON dAS 4 X Z OMOHO 108 •sulpnd oo 0.0-910 Pee4S aNOHO d01 Z'0N dAS 4 X Z OMOHO 401 41e ONIOVMB 2138Wn1 ql 44 44610M 09E=PPA u6N ll Ol 1st• (xpleW) LOOZosd aP00 0'9 loos eN 3 1,0'0 (ll)v0H 9VO 8M ON JOul 69e4S d8`8O'M 1108 ol 46< V 6£'0 hlhieA 44'0 08 5Z'L eseel0ul legwnl 0'L 1 IM 061,/64Z OZIM 666< 0*8 90'0- (ll)4ieA 48'0 01 0-0-Z �flUI$KelS ()sd)ONIaVOI dRIO S31Vld PPA (001) ul -1:13a ISO £L-OL-6 _�xt n w¢ D 3 1 II V2 t6 e � L1 s Y+f D OL'L•YDS CII-01,-6 CI,-01,-6 I.968d 4002 9Z:9Z:ZI,CO 1BW POM 2 21*so ulsnpul A011W£OOZ 9 qO j s 000'S 1:1'3llIANOSNOVf`3MVM02lVH ONV 213sWnl M3�JNVLI�J leuop o wualet82{qof i SSn2li BOOM LPH 9921.9921.S 21aHSIAIIVSOL6-1SNOo'd'O Aid AlO edAl ssrul ssrul q0f Job Truss Truss Type Qty Ply C.P.CONST-970 SAILFISH DR 12758 A01A ROOF TRUSS 6 1 Job Reference o clonal GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc.Wed Mar 03 12:26:10 2004 Page 1 17-0-0 34-0-0 17-0-0 17-0-0 sw..r:se 4.4= F 4.46 4x4 c O 3.4 E N 4.4 G 0 2.4 VNO r 6.00 u C W3 J e A O N M L K 4"= 4.1= 4x1= 7d= 7x0= 7x4= +x4= 34-0-0 LOADI4G(psf) SPACING 2-0.0 CSI DEFL n (loc) I/de8 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) -0. 5 K-M >999 MII20 2491190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0. K-M >999 BCLL 10.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0. 0 J Ma BCDL 5.0 Code FBC2001 1st LC LL Min Idell=360 Weight 175 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigkl calling directly applied or 4-6-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at rddpt F-M REACTIONS(lb/size) B=153&10-",J--141W43-6 Max HorzB=338(load case 4) Max UpIiT6=1245(load case 4),J=1058(load case 5) FORCES(Ib)-First Load Case Only TOP CHORD A-B=24,B-C=2416,C-0=2210,D-Es2210,E-F-1562,F-G.-1562,G-H=2210,H-1=2210,W= 416 BOT CHORD B-0=2145,N-0=1797,M-N=1797,L-M=1797,K-L=1797,J-K=2146 WEBS 0252,E-0=475,E-M=-693,F-M=1108,G-Ms593,G-K=476,I-K=-252 NOTES (5.6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=15ft;TCDL=4.2pat;BCDL=3.0psF,occupancy category II;expose C;par8a8y;MWFRS gable end zone;Lumber DOL-1.25 plate grip DOL=1.00. 3)Provkle mechanical connection(by others)of truss to bearing plate capable of witltstanding 1245 lb uplift at joini B and 1058 lb uplift at Joint J. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 5)This truss has been designed specifically for Turbo Web. 6)John Clack Weber,PE#17465,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type QtyPly C.P.CONST-970 SAILFISH DR 12758 A02 ROOF TRUSS 1 1 Job Reference o Nonal GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Mar 0312:26:112004 Page 1 15-0-0 19-0-0 34-0-0 15-0-0 4-0-0 15-0-0 6cW.1:62 i 06 4,m= F O 7 3.41- E N D � 6.60 12 201 W3 va C 6 x �A 12 11 L R O P O N M 2 0 0 34-0-0 338-0-0 Plate Offsets X Y: :0-1-120-0-2 [F:0-3-8,0-2-01,G:0-3 8 0.2-0 :0-1-12 0.0-2 Q:0-2-0Ed e LOADING(pef) SPACING 2-0-0 CSI DEFL in Doc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0. 9 P-R >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0. 9 P-R >827 BCLL 10.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0. 0 K n/a SCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Mail=360 Weight 180 ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) B=1535/0-3-8,K=1535/0-3-8 Max HorzB=2810oad ease 4) Max UplifIB=1227(load case 4).K-1227(load case 6) FORCES(ib)-First Load Case Only TOP CHORD A-B=49,B-C=2644,C-D-2480,D-E=-2376,E-F=1816,F-G-1572,G-H-1816,H-1=2377,1-J=480,J-K-2643,K-L=49 BOT CHORD B-R=2290,Q-R=1989,P-Q=1989,0-P=1572,N-X1989,M-N=1989,K-M=2290 WEBS F-P=527,G-0=527,E-P--565,E-8=404,C-R-168,H-0=-656,H-M=404,J-M-168 NOTES (7.8) 1)Unbalanced roof five loads have been considered for this design. 2)Wnd:ASCE 7-W per FBC2001;120mph;h=15ft;TCDL=4.2psF BCDL=3.Opsf,,occupancy category 11;exposure,C;pardally;MWFRS gable end zone;Lumber DOL=1.26 plate gdp DOL--1.00. 3)Provide adequate drainage to prevent water ponding. 4)AN plates are 4x4 M1120 unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1227 lb uplift at joint and 1227 lb uplift at joint K. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 7)This truss has been designed specifically for Turbo Web. 8)John Clark Weber,PE#17465,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Qty ,I ]'PlyC.P.CONST-970 SAILFISH DR 12768 A03 ROOF TRUSS 1 ob Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MTek Industries,Inc. Wed Mar 03 12:26:13 2004 Page 1 13-0-0 21-0-0 34-0-0 13-0-0 8-M 13-0-0 *X= 44= E F 4X16 >- 77�� D 2X1N6.00 12 CW2 A 72 1, J 4x4= p O N M L K 4X1= 31 11 h4= 3x12= 211=2X4= 31 I -2-0-0 34-0-0 1 36-0-0 Plate Offsets X Y: :0-1-12 0-0-2 FRO-6-4.0-2-01, :0.1-12 -0-21 SPACING 2-0.0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 20.0 Plata Increase 1.26 TC 0.96 Vert(LL) -028 K-M >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vart(TL) -0. K-M >999 BCLL 10.0 Rep Stress Incr YES WB OAS Horz(TL) 0. 0 1 n/a BCDL 6.0 Code FBC2001 tat LC LL Min dell=360 Weight 177 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 'Except TOP CHORD Sheathed or 3.8-7 oc purlins. T3 2 X 4 SYP SS,T2 2 X 4 SYP No.2,T2 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing. BOT CHORD 2 X 4 SYP N0.2 WEBS 1 Row at midpt F-N WEBS 2 X 4 SYP No.3 REACTIONS(Ib/slze) B=1635/03.8,1-1535/0-3-8 Max HorzB=253(load case 4) Max Uplit6-1194(load case 4),1=11940oad case 6) FORCES(lb)-First Load Case Only TOP CHORD A-B--24.B-Cs2563,C-13=1914,D-E=-1914,E-F=1722,F-G=-1914,G-1-1=1914,H-1=-2563,W=2 4 BOT CHORD B4-2276,O-P=2169,N-O=2159,M-N=1722,L-M=2169,K-L=2159,1-K=2276 WEBS F-M-467,E-N=466,F-N=-O,C-N=500,C-P=227,H-M=500,H-x=227 NOTES (6.7) 1)Unbalanced roof live loads have been considered for this design. 2)Wird:ASCE 7-98 per FBC2001;120mph;h=151t;TCDL=4.2psf;BCDL=3.Opst;occupancy category 11;exposure ;partlaly;MWFRS gable end zone;Lumber DOL=1.25 plata grip DOL=1.00. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of buss to bearing plate capable of withstanding 1194 Ib uplift at joint and 1194 Ib uptlft at joint L 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)This truce has been designed specifically for Turbo Web. 7)John Clark Weber,PE#17456,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Oty Ply C.P.CONST-970 SAILFISH DR 12758 A04 ROOF TRUSS 1 1 Job Reference(optionalil GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MTek Industries,Inc. Wed Mar 0312:26:14 2004 Page 1 11-0-0 23-0-0 34-M 11-M 12-0-0 11-0-0 s.r.•,:ez. 4.4= 4.4 D E F 8A0,1 4.4 G W4 weWI D C Vd N l� A 12 ,1 I 4x1= M L 0 O N K 4x4= 3411 3l=34= 4.4= 34=M= 9N II 2 0 0 34-0-0 36-0-0 Plate Offsets X Y:[8:0-1-12.0-0-2], :0-5 60-2-0j,[H:0-1-12,0-0-21 LOADING(pst) :0-1-12 0-0- LOADING(pst) SPACING 2-0-0 CSI DEFL n poc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Ver(LL) -0. M-0 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Veft(TL) -0. 2 M-O >999 BCLL 10.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.,1 H n/a BCDL 5.0 Code FBC2001 let LC LL Min dell-360 Weight 182 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-6-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) B=1535/0-3.8,H=1536/0-3-8 Max Horz13=2240oad case 4) Max UplifB-1161(load case 4),H=1161(load case 5) FORCES(b)-First load Case Only TOP CHORD A-B=24,B-C=-2616,C-0=2092,D-E-1887,E-F=2096,F-G=2092,G-H=2616,Hd=24 BOT CHORD B-P=2319,O-P=2269,N-O=2116,M-N=2116,L-M=1 BW,K-L=1880,J-K=2269,HJ=2319 WEBS D-0=645,F-K=M,G-K=-440,GJ-172,C4>-W,C-P=172,E-O¢345,E-M=-64,F-M=320 NOTES (6-7) 1)Unbalanced rod live loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h-15ft;TCDL=4.2ps1•,BCDL=3.0psF,occupancy category II;exposure ;partially;MWFRS gable end zone;Lumber DOL=1.25 plate Gip DOL=1.00. 3)Provide adequate drainage tD prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1161 Ib uplift at joint 3 and 1161 Ib uplift at joint H. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)This buss has been designed specifically for Turbo Web. 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply C.P.CONST-970 SAILFISH DR 12756 A05 ROOF TRUSS 1 1 Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MITek Industries,Inc. Wed Mar 03 12:26:16 2004 Page 1 9-0-0 25-M 34-0-0 9-0-0 16 0 0 9-0-0 sd..,ex 4.4= 4.4= = 4x4= O E G 2.4// 6.06 r{ O H NA i s A 4x4= O N M L K 4.4= 3x16= 3x4= 3x4= 3x1= 406= -2-0-0 34-M 1 36-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in Qoc) 1/deti PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) -0. M-0 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0. M-0 >937 BCLL 10.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.11 1 n/a BCDL 5.0 Code FBC2001 tat LC LL Min I/deft=360 Weight 170 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3.6.3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-5 oc bracing. WEBS 2 X 4 SYP No.3 I REACTIONS(lb/size) B=1535103-6,1=1535/038 Max HorzB=195Qoad case 4) Max UplifB=1125(load case 4),1 1125Qoad case 5) FORCES Ob)-First Load Case Only TOP CHORD A3=24,B-0=2443,C-D=-2265,D-E=-2049,E-F=-2571,F-G=2049,G-H=2265,1-1-1=2443,IJ— BOT CHORD B-0=2168,N-O=2505,M-N=2505,L-M=2491,K-L-2491,1-K-2168 WEBS D-0--785,C-0=-194,G-K=794,H-K=194,E-0=607,E-M=125,F-M=152,F-K=-605 NOTES (8.7) 1)Unbalanced roof live bads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120mph;h=15ft;TCDL=4.2pst BCDL=3.0psF occupancy category It;exposure C;partially;MWFRS gable end zone;Lumber DOL--11.26 plata grip DOL--1.00. 3)Provkle adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1125 b uplift at joint 8 and 1125 Ib uplift at Joint 1. 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)This truss has been designed specifically for Turbo web. 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard i I Job Truss Truss Type City Ply C.P.CONST-970 SAILFISH DR 12758 A06 ROOF TRUSS 1 2 Job Reference(optional GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MTek Industries,Inc. Wed Mar 03 12:26:18 2004 Page 1 7-0-0 27-M 34-0-0 7-" 20-M 7-0-0 s�r.•,a2. 4.6_ 44= 4.4 hs= 6x6 WB-- 3K= D E F G H 1 3/\\ 6.00�f2 C WD E x l A �= R O P 0N M A,O= 4a0= 3N= 3,1= 4A= 3„2= 2-0-0 34-0-0 36-0.0 Plate Offsets MY)::[G:0-2-8,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL I i (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.43 O >931 MII20 249/190 TCDL 7.0 Lumber Increase 125 BC 0.69 Vert(TL) -0. O-P >999 BCLL 10.0 Rep Stress Ina NO WB 0.38 Horz(TL) -0.1 K n/a BCDL 5.0 Code FBC2001 tat LC LL Min I def!=360 Weight:394 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2'Except TOP CHORD Sheathed or 4-11-0 oc purlins. T2 2 X 4 SYP SS,T3 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 6-2-3 oc bracing. BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) B=311ZV3-8,K=311210-3-8 Max Hor[B-169(load case 4) Max UpWB=-27720oad case 4),K=27720oad case 5) FORCES(Ib)-First Load Case Only TOP CHORD A-B--n,B-C=5860,C-D=67Q7,D-E=.6177,E-F=7381,F-G---7442,G-H=7442,H-1=-6176,W= 07,J-K=-6860,K-L=26 BOT CHORD S-R=5227,O-R=6786,P-0 786,O-P=7660,N-0=6097,M•N=6897,K-M=6227 WEBS D-R=1884,C-R=-164,1-M=1859,J-M=184,E-R=2085,E-P=968,F-P=-454,F-O=-355,H- 885, -M3-2150 NOTES (9.10) 1)21*truss to be connected together with 0.131'x3'Nails as follows: Top chords connected as follows:2 X 4-1 row at 05.0 oc. Botbm chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)Unbalanced roof live loads have been considered for this design. 3)Wind:ASCE 7-98 per FBC2001;120mph;h=15ft;TCDL=4.2pst BCDL=3.opsf;occupancy category II;exposure ;par6aily;MWFRS gable end zone:Lumber DOL-1.25 plate grip DOL=1.00. 4)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2772 lb uplift at joint E and 2772 Ib uplift at joint K. 6)This truss design coniforms with Florida Building Code 2001,based on parameters Indicated. 7)Girder carries hip and with 7-0-0 end setback 8)Special hangers)or connection(,)required to support concentrated load(s)346.51b down and 637.31b up at 27 and 346.6Ib down and 637.31b up at 7-"on top chord. Design for unspecified connection(s)Is delegated to the building designer. 9)This truss has been designed specifically for Turbo Web. 10)John Clark Weber,PE#17465,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate inaease=1.25 Uniform Loads(pit) Vert A-D--64.0,D-1-117.6,I-L=-54.0,B-K=-65.3 Concentrated Loads(lb) Vert D--346.5 1=346.5 Job Truss Truss TypeQy Ply C.P.CONST-970 SAILFISH DR 12758 C.15 ROOF TRUSS 710 1 Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Mar 0312:26:25 20D4 Page 5-0-0 5-0-0 C Scab.1: V� 6.00 12 Ti B i 137 D A 2,1= 5-0-0 LOADING(pef) SPACING 2-0-0 CSI DEF in poc) 1/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert( L) -0.03 B-D >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 V ) -0.16 A >170 BCLL 10.0 Rep Stress Incr YES WB 0.00 Hors ) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st L LL Min I/defl=360 Weight:19 lb LUMBER BRA CING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) C=99/Mechanical,B=346103-8,D=71/Mechanical Max HorzB=2410oad case 5) Max UpW--226(load case 5),B=305(load case 4) FORCES (lb)-First Load Case Only TOP CHORD A-13=49,B-C=34 BOT CHORD B-0=0 NOTES (5-6) 1)Wind:ASCE 7-98 per FBC2001;120mph;h=15$TCDL=4.2psf,BCDL=3.opst,,occupancy category 11;1 posure C;pardally;MWFRS gable end zone;Lumber DOL=1.25 plate grip DOL=1.00. 2)Refer to gWer(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 226 Ib uplif at joint C and 305 Ib uplift at joint B. 4)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 5)This truss has been designed specifically for Turbo Web. 6)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard i Job Truss Truss Type I Qty Ply C.P.CONST-970 SAILFISH DR 12758 CJ3 ROOF TRUSS 10 1 Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc.Wed Mar 03 12:26:24 2004 Page 3-0-0 3-0-0 sd.•1: 6.00 PT 9 T1 B1 0 aa= -2-0-0 3-0-0 LOADING(psf) SPACING 2-" CSI DEF1 in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert( L) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert( L) 0.16 A >170 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz L) -0.00 C n/a BCOL. 5.0 Code FBC2001 (Matrix) 1st L LL Min I/defl=360 Weight 13 lb LUMBER B ING TOP CHORD 2 X 4 SYP No.2 TOP HORD Sheathed or 34-0 oc purfins. BOT CHORD 2 X 4 SYP No.2 BOT HORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(lb/size) C--24/Mechanical,B=282/0-3.8,D=41/Mechanical Max HorzB=1770oad case 4) Max UplifC=1170oad case 5).B=3160oad case 4) FORCES (Ib)-First Load Case Only TOP CHORD A-13=49,B-C=-58 BOT CHORD B-D, NOTES (") 1)Wind:ASCE 7-98 per FBC2001;120mph;h=15ft;TCDL=4.2pst BCDL=3.Opsh occupancy category II; xposurs C;parlially;MWFRS gable end zone;Lumber DOL=1.25 plate grip DOL=1.00. 2)Refer to girder(s)for truss to tures connections. 3)Provide mechanical connection(by others)of buss to bearing plate capable of withstanding 117 Ib upllfi at Joint C and 316 lb uplift at Joint B. 4)This buss design conforms with Florida Building Code 2001,based on parameters indicated. 6)This buss has been designed specs icaly for Turbo Web. 6)John Clack Weber,PE#17455,1210 Lane Ave.S.Jadmonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply C.P.CONST-970 SAILFISH DR 12758 Cil ROOF TRUSS 10 1 Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Mar 03 12:26:23 2004 Peg 1 0-0 ° r i 1-0-0 sdr. e em rl et Ti 0 A b4= LOADING(psf) SPACING 2-0-0 CSI DEFI. in (loc) Well PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.44 V L) -0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 V ) 0.09 A >277 BCLL 10.0 Rep Stress Ina YES WB 0.00 Horz TQ 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st L LL Min Well=360 Weight:7 Ib LUMBER BRA i DING TOP CHORD 2 X 4 SYP N0.2 TOP'' HORD Sheathed or 1-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOTi HORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) C=100/Machanical,B=278/0-3-6,D=14/0-3-8 Max HorzB=123(lood case 4) Max UpIW 100(load case 1).B-4350oad case 4) Max GravC=2140oad case 4).8=278(load case 1),D=14(load case 1) FORCES(lb)-First Load Case Only TOP CHORD A-8=48,B-C=74 BOT CHORD B-D-0 NOTES (5.8) 1)Wind:ASCE 7-98 per FBC2001;120mph;11=15$TCDL=4.2psi;BCDL=3.0ps/;occupancy category 11; xposure C;partiaHy;MWFRS gable end zone;Lumber DOL--1.25 plate grip DOL--1.00. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplM at joint C and 435 Ib uplift at joint B. 4)This buss design conforms with Florida Building Code 2001,based on parameters indicated. 5)This buss has been designed specifically for Turbo Web. 6)John Clark Weber,PE#17465,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Qty Ply C.P.CONST-970 SAILFISH DR 12766 C01 ROOF TRUSS 2 1 Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc. Wed Mar 03 12:26:22 2004 Pagl 4-1-4 8-6-12 4-1-4 4-5-8 4.4 o j Sei-' e I BOO 12 w1 T1 T2 A C SOd` 81 3x6 IINA 2.4 II 0 3"= _ 8-6-12 Plate Offsets X Y: A:0-0-00-0-15 :0-0-14 0-5 6 LOADMIG(paf) SPACING 2.0-0 CSI DEFk In qoc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert( L) 0.01 D >999 M1120 249/190 TCOL 7.0 Lumber Increase 1.25 BC 0.17 Ve ) -0.01 C-D >999 BCLL 10.0 Rep Stress Inti YES WB 0.04 H ) -0.00 C n/a BCDL 6.0 Code FBC2001 1 st L LL Min Well=360 Weight 31 Ib LUMBER BRA ING TOP CHORD 2 X 4 SYP No.2 TOP HORD Sheathed or 64)-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT HORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left 2 X 4 SYP No.3 REACTIONS(Ib/eize) A=347/0-0-6,047/0-3.6 Max Hor4A=65(foad case 4) Max Up[WA=.405(load case 4),C=-410(load case 5) FORCES cab)-First Load Case Only TOP CHORD A-B=364,B-0=357 BOT CHORD A-0=316,C-D--316 WEBS B-D=124 NOTES (5.6) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-96 per FBC2001;120mph;h-15ft;TCDL=4.2pst;BCDL=3.0psf,occupancy category 11;a osure C;pattially;MWFRS gable end zone;porch let and right exposed;Lurnber DOL=1.25 plate grip DOL=1.00. 3)Provide mechanical connection(by others)of buss to bearing plate capable of whhstanding 405 Ib uplift Itjoint A and 410 Ib uplift at joint C. 4)This truss design confomrs with Florida Building Code 2001,based on parameters indicated. 6)This buss has been designed specifically for Turbo Web. 6)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard j Job Truss Truss Type Oty Pty C.P.CONST-970 SAILFISH DR 12758 604 ROOF TRUSS 1 1 Job Reference tional GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 MiTek Industries,Inc.Wed Mar 03 12:26:212004 Peg 9-0-0 19-0-0 28-M 9-0-0 10-M 9-0-0 i sal. 4.4= 4z1—��. Iz4= n E IF 8.00 12 C O Iz YW I e H I A �= l K J 3.4_ 3X10= 3X4= 4x1= 20-0 28-0-0 30-0-0 LOADING(psf) SPACING 2-0-0 CSI DEF. in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Ve L) -0.34 J-L >982 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.90 V ) -0.50 J-L >669 BCLL 10.0 Rep Stress incr YES WB 0.23 H ) 0.07 H n/a BCDL 5.0 Code FBC2001 1st L 3 LL Min Udell=360 Weight:137 Ib LUMBER BRA CING TOP CHORD 2 X 4 SYP N0.2 TOP CHORD Sheathed or 4.4-9 oc purlins. BOT CHORD 2 X 4 SVP N0.2 BO CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/etze) B=1283103-8,H=1283/0-3-8 Max HorzB=195(lcad case 5) Max Upli1B=-9870oad case 4),H=987pood case 5) FORCES cab)-First Load Case Only TOP CHORD A-B-24,B-C=1897,C-0=1716,QE=1550,E-F=1561,F-G=1716,G-H=1897,H-1=2 BOT CHORD B-L=1683,K-L=1691,JaC=1691,HJ=1683 WEBS D-L--W9,FJ=557,GJ=202,C-L=202,E-L=187,EJ-199 NOTES (6-7) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-9a per FBC2001;120mph;h=15ft:TCDL=4.2psf;BCDL=3.Opsf;occupancy category 11; posure C;partWly;MWFRS gable end zone;Lumber DOL-1.25 plate grip DOL=1.00. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 987 lb uplh atjoint Band 987 Ib uplift at Joint H. 6)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)This truss has been designed specifically for Turbo Web. 7)John Clark Weber,PE#17455,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard Job Truss Truss Type Oly Ply C.P.CONST-970 SAILFISH DR --j 12768 B02 ROOF TRUSS 1 1 Job Reference(optional) GRANGER LUMBER AND HARDWARE,JACKSONVILLE,FL 5.000 s Feb 6 2003 Mitek Industries,Inc. Wed Mar 0312:26:20 2004 Pag( 13-M 15-0-0 28-0-0 13-0-0 2-0-0 13-0-0 sd.., 4.6= E 34 >4-1 Ix{i D C&00� W2 I I� d B Ell N J 4x4= O N M L' K 4.4= 3111 3N= 34 = 2.411 -2-0-0 28-0-0 30-0-0 LOADING(psf) SPACING 2.0-0 CSI DE in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 V L) 0.18 M-0 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.26 BC 0.65 V ) -0.23 K-L >999 BCLL 10.0 Rep Stress Incr YES WS 0.60 H L) 0.07 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LL Min Well=360 Weight:143 lb LUMBER BRA CING TOP CHORD 2 X 4 SYP N0.2 TOP CHORD Sheathed or 4-0-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BO CHORD Rigid ceiling directly applied or 55-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) B=1283/0-3-8,1=1289/03-8 Max HoFzB=263(Ioad case 6) Max UpfifB=1052(load case 4),1=1052(load case 5) FORCES (lb)-First Load Case Only TOP CHORD A-B=49,B-C=-2074,C-0=1446,D-E=1367,E-F=1231,F-G=1367,G-H=1446,H-1= 75,W=49 BOT CHORD 8-0=1768,N-0=1703,M-N=1703,L-M=1231,K-L=1703,1-K=1769 WEBS E-M=425,F-L=425,H-L=-667,H-K=234,C-M=-587,C-0=233 NOTES (6-7) 1)Unbalanced roof five loads have been considered for this design. 2)Wind:ASCE 7-98 per FBC2001;120nsph;h=15f;TCDL=4.2pst,,BCDL=3.Opsf;occupancy category 11; posureC;pardally;MWFRS gable and zone;Lumber DOL=1.25 plata grip DOL=1.00. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plata capable of withstanding 1052 lb u at joint B and 1052 lb uplift at joint L 5)This truss design conforms with Florida Building Code 2001,based on parameters indicated. 6)This truss has been designed spedficaliy for Turbo Web. 7)John Clark Weber,PE#17465,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard *� arse CITY OF ATLANTIC BEACH 800 SEMINO E ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027353 Date 12/05/03 Property Address . . . . . . 970 SAILFISH DR Tenant nbr, name . . . . . . DEMO INTERIOR Application description . . . DEMO ITION Property Zoning . . . . . . . TO B3 UPDATED Application valuation . . . . 0 Owner Contractor -------------- ---------- --------------------- - -- SILVERIO, MANUEL OWNER 970 SAILFISH DRIVE ATLANTIC BEACH FL 32233 -------------- -------- ----------------- ---------- Permit . . . . . . DEMOLITION PER IT Additional desc Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 i Fee summary Charged Paid Credited Due ----------------- ---------- ---- ----- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 00 . 00 . 00 . 00 I, BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT I 1E 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 IMPRO MENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOL ATION OF APPLICABLE PROVISIONS OF LAW. 4! (c N, BUILDING OFFICIAL CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION oil Date: u Job Address: Owner of Property: �� V 1D Address: 0G C k Telephone: Legal Description: Block Number: - Lot Numbers 1 Zoning District: Contractor: State License Number: 17S�az Contractor's Address: �1 Telephone: -2"tobe . � Fax: / �r Describe proposed use ano -''�`"��°'� • Present use of land or building(s): Is approval of Homeowner's Association or other private entit required? If yes, please submit with this application. Will th' project involve changes in elevation,site grade or any ul a 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. [�NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. lease follow all steps and provide all information as appropriate. Procedure: In order to expedite issuance of permits, p p Incomplete applications may result in delay in issuance of perm STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that all information provided with this application is cone Signature of Owner: Date: /03 (y I hereby certify that I have read and examined this application and knot v the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether s lecified 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 locil rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the prope . I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting Idata have been or shall be provided as required 800 Seminole Road -Atlant" Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904) 47-5845 -http://www.ei.atlantic-beach.fl.us Revised 1/14/03 Page 1 I Signature of Contractor: 1�L' O G:/t Date: ��/_S.�x Address and contact information of person to receive all correspond en a regarding this application (please print). Name: Mailing Address: 93s c �.eZ _?.2 2-3 Telephone: e ArZ Fax: F-Mail: AS TO OWNER: Sworn to and subscribed before me this_ ' day of State of Florida,County of Duval Notary's Signat — :��:"r6• JENNIFERSCHWETER MY COMMISSION#DD 121301ersonall nown EXPIRES:May 27,2006 y %'�,'gF�ard:`, Bonded Thru Notary Public Underwriters Produced i ntification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this day of ,20 State of Florida,County of Duval Notary's Signa e: ❑ Personally nown ❑ Produced identification Type of ide tification produced I I 800 Seminole Road .Atlanticleach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)24j'-5845 •http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 CITY OFATI.ANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 �tl TELEPHONE:(904)247-5800 FAX:(904)247-5805 S) SUNCOM:852-5800 !J —y http://ci.atlantic-beach.fl.us ry r I' Wednesday,November 19, 2003 Abastillas Trust 7436 Prairie Mouno Way San Diego, Ca. 92139-1313 Subject: Condemnation of Structure at 970 Sailfis i Dr. RE#171169 0000 Duval County This is the notice of condemnation of the house addressed as 970 Sailfish Dr. in Atlantic Beach. Per the Standard Housing Code 1997 edition sectll on 305.3.1 Roofs shall be structurally sound and maintained, section 305.2 exterior walls shall be free of holes, section 305.7 windows shall be weather tight, section 305.13 screens shall be maintained on all windows, section 307.4 care of premises, 305.4 wobstructed means of egress, 305.11 egress doors must be maintained, and section 302 7 garbage disposal. The structure is officially condemned and must b vacated immediately. Appeals to this action may be filed at the City Clerks office at the City of Atlantic Beach City Hall at 800 Seminole Rd., Atlantic Beach,Fl rida. Appeals must be in writing within 30 days of receipt of this notice. Respectfully, Don C. Ford CB Building Official Cc: City Manager City Clerk File i 'rlfl ,� CITY OF ATLANTIC BEACH " PERMIT CALCUJ,ATION SHEET Date: 3 2 3 0 y Address v .Sif _ J T/AJ F Heated Square Footage .I / z G @ $ ,� per sq ft = $ Garage/ Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ i Patio @ $ per sq ft = $ TOTAL VALUATION: $ Y FO y $ Total Valuation 1St $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOT BUILDING FEE $ ZONING: Q f-Z- + /2 iling Fee $ FLOOD ZONE: A (1) F' eplaces @ $35.00 $ f po IMPERVIOUS SURFACE:}SO 7 BUIL ING PERMIT FEE $ WATER IMPACT FEE $ ;2/ 0 SE R IMPACT FEE $ WAT R METER/TAP $ CAPITAL IMPROVEMENT$ SE R TAP $ C ( ) RADON HRS .0050 $ SECT ON H PAVING ( ) $ CRO S CONNECTION $ 3 ST( I ) SURCHARGE $ O OTHER $ GRAND TOTAL D E: $ 1/13/03 CITY OF ATLANTIC BEACH J 800 SEMINC LE ROAD j ATLANTIC BEACHFLORIDA 32233 INSPECTION PHO E LINE 247-5826 Application Number . . . . . 044D027928 Date 4/15/04 Property Address . . . . . . 970 AILFISH DR Tenant nbr, name . . . . . . GAF TIMBERLINE Application description . . . ROOF', Property Zoning . . . . . . . TO B,E UPDATED Application valuation . . . . 5000 Owner Contractor --------- --------------- ------------------- ----- CASIMIR, MELANIE OWNER 970 SAILFISH DRIVE ATLANTIC BEACH FL 32233 (904) 246-0997 ----------------------- -------- -------- --------------------------- Permit . . . . . . ROOF PERMIT Additional desc Permit Fee . . . . 83 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 5000 -Fee summary Charged P id Credited Due ----------------- ---------- ---- --- -- - --------- --- ------- Permit Fee Total 83 . 00 83 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 83 . 00 83 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT E PLACED IN PUBLIC SPACE AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE 10 COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPRO MENTS" ISSUED ACCORDING TO APPROVED PLANS H ARE RT PAOF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIO ATION OF APPLICABLE PROVISIONS OF LAW. 4.. s qmk BUILDING OFFICIAL L CITY OF ATLANT' C BEACH Cc. BUILDING / ZONING EPARTMENT �._L. Hi ins 800 Seminole R d oerr ;r Atlantic Beach,Florid 32233 (904)247-580 (904)247-5845 lax I PLAN REVIEW C1 MMENTS Permit Application Property Address: Applicant: nle > t S �'O, r Project: rc)Df— This permit application has been: Approved Reviewed and the following iti ms need attention: I I i Please re-submit your application when these itemshavebeen completed. Reviewed By: kA Date: I i CITY OF ATLANTIC BEACH PE IT ..CALCULAT O I N SHEET Address L1+1 Date 3 Heated Sauare Footage @ $ per sq .ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ ` s ft = $ --�}— Per a Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ 4IV TOTAL VALUATION :J_r $ o. 5 $ 3s Total ValVation 1st $ 0010 Remaining Value $�j`� per tl ousand or portion', thereof TOTAL BUILDING FEE $ + 1/2 Fili ig Fee $ as ( ) Firepl ices @ $15 :00 $ BUILDING PRMIT FEE $ WATER IMPA T FEE $ --� . SEWER IMPA T FEE $ WATER METE /TAP $ CAPITAL IM ROVEMENT $ SEWER TAP $ ( ) RADO (HRS) . 0050 $ SECTION H 1AVING ( ) $ HYDRAULIC HARES $ CROSS CONNECTION $ ( ) SURC ARGE .0050 $ OTHER $ GRAND TOTAL DUE $ - ADDITIONAL PERMITS OR FEES : Iyechan' cal ; . Plumbing Electric/New Electric/Temp i ; SwimmingPool Septic Tank Well Survey Other Sig Finish Floor Elevation CALCULATIONS and/or NOTES : ,,II CITY OF ATLANTIC BEACH " 1 ROOFING PERMIT APPLICATION Date: D� q70 SAt�. t_ Job Address: S� �,'T f 2i'3.24 Owner of Property: bZ- Address: Telephone: C(Oc4 Contractor: _ �nie. SstwN State License Number: N� Contractor's Address: rcrl c 190?-+:s 'F t_ Telephone: t--1,04 U-4-u o ci9'1 Fax: Scope of Work: t-'$e,tgo Deck Slope: _Greater than 2:12 cS Less than 2:12 Valuation of work: 6JAtVW1r. i U S Product Name(Example: Timberline): ��n'�brt .�►..� Manufacturer(Example: GAF): Gt la ASTM Designation(s): ✓ 3 o LP L Required Inspections: Sheathin and Final „ Signature of Owner: �, ate: 3 • t B.of Signature of Contract ' -' Date: r I AS TO OWNER: Sworn to and subscribed before me this day of ,200-1. State of Florida,County of Duval Notary's Signature: JENNIFER SCHLUETER ❑ Personally nown :.; ..*S MY COMMISSION#DD 121301 produced id ntification EXPIRES:May 27,2006 C —rye Bonded Thru Notary Public Underwriters Type ofide itification produced<J ✓^]"�p� /`�� AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 State of Florida,County of Duval Notary's Signa Ire: ❑ Personallyllnown ❑ Produced id ntification Type of identification produced 800 Seminole Road -Atlantic Beacl i,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)24'1-5845 -http://www.ci.atlantic-beach.fl.us Page 1 Revised 2/21/03 I I :) r 1 i ss CITY OF ATLANTIC BEACH x,31 OWNER/BUILD R AFFIDAVIT Date: Job Address: '7d Ak-1%- %SN CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORJ,DA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE!DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO iii&T 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 LEA 3E. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONS RUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS INV LATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YO CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. I, IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REOUIRET 1 BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. 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 HIREUNACENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOE 3 NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO ORKERS 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/DR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYE UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUT 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 ASCE tTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF 11�DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUM4CE OF AN OWNER-BUILDER PERMIT. PROPS ZTY O UILDER 0()Lf SWORN TO AND SUBSCRIBED -�BEFORE ME THIS DAY,OF 2 JENNIFER SCHWETER ., MY COMMISSION#DD 121301 EXPIRES:May 2I,2006 N Y PUBLI 4f Bonded Thru Notary Public UrWerwritars ISSION EXPIRES: PHRASES UNDERLINED ABOVE.