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350 Seminole Rd (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: .2 L 35-0 eF-lt�.SoLrc Property Owner: i Phone # I"t,UL1E14 , S- v E Ct oo`t 27o I4 Contractor: Phone # RZ'6 Co toLL c.. c z - -TZC3 Permit#: b 4- - Z`i ci Z? Date Issued: 3-ZZ-o� Building Inspections: Footing e.-►i.o o -a�9/9 Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building (0-02.0 Tree Permit# YES NO Electrical Permit# Date/ Copy to d `/"X7170 JEA 3 - 2.'1-O( Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA • Temp. Power Released to JEA Temp. Pole Released to JEA Final (,,- 2-04 Released to JEA Co- Z.-off. Mechanical Permit# - Q`7c1'71 Inspections: Rough Final 4o - -656 Plumbing Permit# Inspections: Rough / Underslab Topout Water/ Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: ' ' Date Paid: Date Paid: fI-'''L�fr✓ • 4 �� , CITY OF ATLANTIC BEACH rj 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 08-00001742 Date 12/23/08 Property Address 350 SEMINOLE RD Application type description DEMOLITION (ENTIRE BUILDING) Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc demo s f r Owner Contractor THE FORD COMPANY CONSTRUCTION 366 OSCEOLA AVE JAX BEACH FL 32250 (904) 246-7942 Permit DEMOLITION PERMIT Additional desc . Permit Fee . . . 100 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 Expiration Date . 6/21/09 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 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. uic i Ti o.J j 3 9 r '- ,_ - ' h�z` ,,�7r CITY OF ATLANTIC BEACH 08- "„".,. 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 I 1-1-1--1 �;. ..: OFFICE:(904)247-5826•FAX NO..(904)247-5845 BUILDING-DEPT @COAB.US ���///} APPLICATION DUVAL COUNTY givi& 176,43t. -00 Saw- BUILDING PERMIT APPLIC '.1.JOB ADDRESS: as 2.VALUATION OF WORK: 3.SQ.FT.UNDER ROOF 350 scow iri k Atlantic Beach, FL 32233 -- S a G'C°'0 ii CCS 0 N 4.LEGAL DESCRIPTION: "" 5.CLASS OF WORK: 6.USE OF STRUCTURE: 1/9•I� ,/ ---454.''.1 90 5,04 . Z ❑NEW BUILDING EMOLITION SIDENTIAL LOT BLOCK SUB DIVISION '' Jq 7ill i 2 ❑ADDITION ❑CONVERTING USE 0 COMMERCIAL 7.DESCRIPTION OF WORK: ❑ALTERATION ❑ACCESSORY BLDG. 8.FIRE SPRINKLER:0 alaS N 11 fir'1ST. S Jt,7`v ❑MOVER ❑0TOL/SPA ❑YES ❑N/A PROPERTY OWNER: CONTRACTOR: ARCHITECT/ENGINEER: 9.NAME:ff J/9,`4 J „wit) 1COMPANY or f �, C7,�Tv23C.OMPAN AME: m"r)/ TV .)#41 -. y 16.NA T GJCJ J • 24.LICENSEE NAM' 10.ADDRESS: . 17.STATE OF FLORIDA LICENSE N 25.STATE OF FLORIDA L L. NSE NO.: 3� .e./" avcu.c gp cd Go 3>}Cg 18tD3E4 esemic a - A _1 e. 26.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: 19,, ,F27 PH` 7�'20.FAX N 4_)920 OFFICE PHONE: 28.FAX N•• L PHONE 21.CELL ` 7 29.CELL PHONE: ei _ :,9_ z�s5 X26 -2$•$$' 14.EMAIL ADDRESS: 22 EMAIL A ESS: A • 30.EMAIL ADDRESS:•FEE SIMPLE TITLE HOLDER: BONDING COMP4N� +��'4J �� c,Q MORTGAGE LENDER: (IF OTHER THAN OWNER) 'J A 33.NAME: 35.NAME: 31.NAME: 0"107 /`� 41 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs,Wells,Pools,Furnaces, Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. *** WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ' NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED 0 ar• JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINA ' N'c, •NSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y• R 0 • 14 E OF COMMENCEMENT. Y OWNER or AGENT CONTRACTOR (Lf Agent,Power of Atfbrney or Agency Letter Required) j AM (Qualifier Only) )1 -/, ! 14% Signed: / Date: L � � Signed: �, 4��► . ' Before a this 'n day of/i • �r..� n the county of Before me thisd3 day of �Li ` I I)VX�I� In the county of Bevel,State of Flerida,has pe�rIsonally appeared , Duval,State of Florida,has personally appeared ,� - P r �\ hi,- t r1 pp herin by himself I herself and affirms that all stateme is and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and ac , t,- `` ��{{ 1' jr' No e of-VIDIC�'i ,County of h�1all Notary Public at Large,State o 1/4,-Zrw Z,-County of ��w -2--....1.‘ ' t LB O ❑Personally Known . ., - .6a 1 1 .,'.. ,, ,L f' . .-, 7 U r ,--0 e l�P: i11-03-ap'y'j $.Produced Tdefttif+satior- I-.•,�� . •�- `-- _" a0 den i icati Z' •�� '� ii„<tiry�ign., A �ig imaionsismar Notary Signature: c 0 . w, . .A L -ltyLi� twi •�a ty'� .n pie s '�+s� qTE OF I+'� COAB FORM BLDGO1:REVISED:11/6/2007 ....00- ' 01,m- ATLANTIC BEACH BUILDING DEPT. �s 4 44`} DEMOLITION — PROPERTY OWNER ;- , S RELEASE FORM „ - zr J,31sr Date: 12 ' /5 -oZ To Whom It May Concern: I /We the current property owners of: Lot Block 10-1 S /6-2S 29C .5&L Z Legal Description of Property 5e,,9L. 7Vir J AKA 36Z `j..e/-A'!J/I)OAG / 0 have contracted with to have (Address of Property) ThG F2 C , 4 5f-recto remove the eXAs'!7 S✓ Gc J5'�iGy (Company Name) (Single Family,Duplex,Commercial,etc.) Prior to the construction of : /VZ)t) 2 �7�0/L 7 S/&tt 4 I..I. ) T' '!Ly 0'U As a condition of issuing the permit we agree to the following: 1. All utilities are to be located and clearly marked. 2. Once house is removed, lot is to be graded and leveled. 3. All construction debris is to be removed from the property. 4. Affected area is to have grass or seed in place. 5. Erosion control devices will be put in place and will remain in place until grass has covered affected area or new structure is completed and landscaping is in place. 0 (J4,,/)%&----- ,/i 7 L Signatufe��J • THIS SPACE FOR RECORDER'S USE ONLY OWNER �� Signed: /4• '1! A �i,�Ji4i l i`,r:te: 0/1416X ,. pe�s0 3R v2 Before e this (, d.' s f c e---'e ''✓ I i the County of�Q. i �, ,.., °-�0.'#\b'\`\00) 9' Otaar ida,has personally appeared V a—L z,--A L y MZttt,.,.4t z i?---`� pi --^soy Go pq Notary Public at Large,State of..l County of Dw'e4-- 5›., '� p. '"� t�\' \\°o Ova 2� J a\. '`/ �; o� Qva oG ��1• My commission expires: N•° �■t � � , C o0, peg. ,A, Personally Known: _— i �e Z e''''`X,:. S�� ��� , Produced Identification: r. t Q• w 1.-46' ..,„.„7 22,'. v;:. . . 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CITY OF ATLANTIC BEACH S� mt.,a' 1 800 SEMINOLE ROAD t� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r�J1fl,9'� Application Number 04-00027919 Date 3/17/04 Property Address 350 SEMINOLE RD Tenant nbr, name INTERIOR Application description . . DEMOLITION Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor MULLEN, STEVE RFB CONSTRUCTION 350 SEMINOLE ROAD 613252 RIVER RD ATLANTIC BEACH FL 32233 CALLAHAN FL CALLAHAN FL 32011 (904) 502-7263 Permit DEMOLITION PERMIT Additional desc . Permit Fee . . . 100 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 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 . 00 100 . 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. (161k. 1001... C ' llot.= BUILDING OFFICIAL • 0127-c:- 1,42.._ /oPil r - u .s� CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION Date: 0?)—(5--014 Job Address: 30 `emtN -' A Owner of Property: STE✓C 4- C/NOY Mt/U rAI Address: 350 SOP11/ (OCC" ieD Telephone: Q-;614 b3 -3q71" ,�/ p"Argo-25 Lot Number: Z6� Zoning District: f e Legal Description: Block Number: •?y E /$�YSb6 Contractor: �S (o,Sr�QC2ON INC State License Number: OK Contractor's Address: 6/3?'5 2• Meer ib • C4a&4s4A// ` 3 a 1/ Telephone: 90Y spa- 726 3 Fax: 9' y s7q 297 ( Describe proposed use and work to be done: P-67110 AD1 D/V A� t Wilt/604i Present use of land or building(s): PGUC LL/N(7 Is approval of Homeowner's Association or other private entity required?A,If yes, please submit with this application. Will t • 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. ❑Y S. 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. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that all inform. on pr•vide• with this application is correct. , Si of Owner: ,1iL/i-Tr /.., ,.lL1I Date: 0 '15"0 LI r ill 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. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.usRevised 1/14/03 Page 1 Signature of Contractor: Date: 3J d/C4 Address and contact information of person to receive all correspondence regarding this application (please print). Name: ?FS �0i?SA/Ckin ..L/VG Mailing Address: e/325.2- Pit/tr. 'K• CQ/fOAm , . Telephone: 997 52.- 7Z6.3 Fax: 9L Y $79 2/7? E-Mail: (U cceisitve ifing KC/ AS TO OWNER: Sworn to and subscribed before me this /0 - day of ,20 CY. State of Florida,County of Duval Notary's Signature: Personally known e ❑ Produced identification +F b. THOMAS AVERY BLAIR Type of identification produced e` MY COMMISSION# DD 164417 •or Ft .• I,. 1.800-3-NOTARY FL Notary Service 8 Bonding,Inc. AS TO CONTRACTOR: c. Sworn to and subscribed before me this � day of , 2 0 6.)"( State of Florida,County of Duval %`—`Notary's Signature: personally known ❑ Produced identification ♦Fy.YAU9 Type of identification produced Vt THOMAS 1R '3 MY COMMISSION AVERY# DD BLA 164417 14'or Ftt* EXPIRES:November 12,2006 1-800-3-NOTARY FL Notary Service 8 Bonding,Inc. 800 Seminole Road Atlantic Beach, Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 , . j!rVl:0 J , !I, CITY OF ATLANTIC BEACH _4 ., J 800 SEMINOLE ROAD J-' ✓-j , — - .) -r J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 ��Ji31,1 Application Number 04-00027970 Date 3/24/04 Property Address 350 SEMINOLE RD Tenant nbr, name UPGRADE SERVICE Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor MULLEN, STEVE OWEN ELECTRIC CO INC 1775 LAKESIDE AVE ATLANTIC BEACH FL 32233 ST.AUGUSTINE FL 32084 (904) 824-9940 Permit ELECTRICAL PERMIT Additional desc . 200 AMP, 1PH, 4W, 240V, 3 "RACE Permit Fee . 85 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid 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 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. 1/4,Q)404,.. C ' 111Pk. BUILDING OFFICIAL Mar 24 04 10: 48a City of' Atlantic Beach Bu 904-247-5845 P. 1 0 's'`'" CITY OF ATLANTIC BEACH -�,_`. ELECTRICAL PERMIT APPLICATION isr)sl-i'Lrn"' Date: 3-0211-041 Property Address: 350 5e/r')//94/t°- £OoW 4 Owner: Steve P/u//e/7 Telephone#: '�y'S�t/—Wyb Telephone#: Contractor: (2 j,,.Pn 6/�/2i_- Co Contractor Address: /775- G/3kes/G/E 4e.. Fax#: WW1'8a1/'gaG7 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. If other construction is Building: Building Type: ❑ Trailer Service: being done co this construction i ❑ New jl( Residence ❑ Temp. New Or site,list the building XOld - ❑ Commercial ❑ Signs Increase permit number. ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ❑ ALTJMINUM ® RACE �/ Breaker or W G VOLT at/O WAY 3 Breaker AMPS .,)CO PH / � RACE Size Existing Service PH / W 3 VOLT ?t10 WAY Size AMPS /00 Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets OPEN - CONCEALED Receptacles CONCEALED OPEN n 4n AMPS '41 Inn AMPS Switches Incandescent Fluorescent & M.V. OVER BELL Fixed 0.100 AMPS TRANSFER. Appliances CEILING KW-HEAT Air H.P.RATING H.P.RATING HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS , Motors 0-1 H.P. VOLTAGE PH I NO. OVER 1 H.P. PHS UNDER600V OVER600V - Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sign Miscellaneous l./,/( lu/ Selev/Ge_/ Chrt/'l9P psa)e/ . e.y&r . 4/6 ik.e, '' Oho Fre,rn OveiPP Head se /4r e to vr9c/ro_Iz cZ1 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.tl.us 4' 1` , CITY OF ATLANTIC BEACH .. -. .. 800 SEMINOLE ROAD '' ,r,•: I ATLANTIC BEACH, FLORIDA 32233 -5V; p INSPECTION PHONE LINE 247-5826 r4J.319� Application Number 04-00027971 Date 3/25/04 Property Address 350 SEMINOLE RD Tenant nbr, name REPL HVAC Application description . . MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor MULLEN, STEVE HUXHAM HEATING & AIR 1078 NINTH STREET SOUTH ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-6721 Permit MECHANICAL PERMIT Additional desc . 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 WHICHTARE PART OF THIS PERMIT RAND SUBJECT TO REVOCATION FOR VIOLATION OF IAPPLICCAB E PROVISIONS F LAW. PLANS 1 C 0. //Pk-. BUILDING OFFICIAL O y:LT7f, . ,6'./ �' , CITY OF ATLANTIC BEACH L-,�V A'`' ' MECHANICAL PERMIT APPLICATION °b u;3 >' Date:Da Va5/0 y Property Address: �'%''j'�.. Owner: i'XJ i l l',1,,, Telephone #: 0'7a- og&(y �/W /lb Contractor: G- 1 A rfr(, Telephone #: IOy4-A/6 -1 Contractor Address: /02 8v S k 1 5T- Fax#: &-03 ? 7 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 ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: dir Electric ❑ Gas: _LP _Natural _Central Utility ❑ Oil ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK V_ Heat _Space __Recessed ✓entral _Floor Residential If/ Air Conditioning: _Room 'Central lV Duct System: Material 71:-/C/ Thickness i•,5 ❑ Commercial Maximum capacity /IOC cfm ❑ Refrigeration ❑ New Building ❑ Cooling Tower:Capacity gpm 4/Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) V New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency I co t.-.., ' of rc�. 2i ca y /��,r9mt °2" HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency c A/N 7. -4E Te nec 6z1/,ro TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us A , .iL`i'ef'0(.1_ �� # °°A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r 0 ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00028294 Date 5/26/04 Property Address 350 SEMINOLE RD Tenant nbr, name VINYL SOFFIT Application description . . SIDING Property Zoning TO BE UPDATED Application valuation . . . 1273 Owner Contractor MULLEN, STEVE OWNER ATLANTIC BEACH FL 32233 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 40 . 00 Plan Check Fee . . 20 . 00 Issue Date . . . Valuation . . . . 1273 I Fee summary Charged Paid Credited Due Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 1 • PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. N..... C *ID& BUILDING OFFICIAL i Cc. �S y,,,trir, CITY OF ATLANTIC BEACH . o is I BUILDING / ZONING DEPARTMENT . Doerr -, — rl 800 Seminole Road a si Atlantic Beach,Florida 32233 �J (904)247-5800 v ,,-01t (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # O+ -- Z6) 4 Property Address: 350 S2 (Y) i NO I.--L / D Applicant: OAS+ern V t n y) arm rfrr Project: V I 1 j t 5o ,-+ This permit application has been: eApproved ieleplariliollowing items need attention: r ,:iirc •A, inittorprc- mow • 4s ik de t .0 'V Mill,— d' AINIIIIIPAMMIVAlk. S •� :. , . ' - 4.t� i fie-C-SP WAIMENV i I Please re-submit your application when these items have been complete d. Reviewed By: Date: 67/7--/b1 L 0706q RECEIVED CITY OF ATLANTIC BEACH ,-,11%,4$ BUILDING&ZONNG MAY 14 2004 CITY OF ATLANTIC BEACH Si SIDING PERMIT APPLICATION BY. Date: //' Job Address: 3 ek._ d Owner of Property: � ,� /7u/leA/ Address: 35 SGMZ■ O !J Telephone: /'Lc '- -p q8-- Legal Description: Block Number: Lot Number: Zoning District: Siding Contractor: Cu5-ferr9 (//"'A 1170me /Ay/avC,Pte'v4- Contractor's Address: 2 7/cam vii et SPA Telephone: Q - 7,5"/_FFI S7 Fax: Describe proposed use and work to be done: Vit,7 Present use of land or building(s): Valuation of proposed construction: it /2 2'3 9"1"-- Is approval of Homeowner's Association or other private entity required?/OP If yes, please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. Step 1. Attach detailed information on product to be used. Step 2. Attach details concerning attachment • oduct,i.e.,fasteners,etc. I hereby certify that all informatio•rovide• 149 .•slication is correct. 'l A:old Signature of Owner: [7 �,` Date: rr/7 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 f work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or can 1 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 • struction of the property. I understand that the issuance of this permit is contingent upon the above information being true an correct .f•that e p s and supporting data have been or shall be provided as required. Signature of Contractor: .4 i ervl_ Date: /'1447 / Zee)9- 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 Fax: (904)247-5845 http://www.ci.atlantic-beach.fl.us Revised 1/17/03 Page 1 Address and contact information of person to receive all correspondence regarding this application (please print). Name: 6N-7 ad 4 ;r ' 1'- Mailing Address: 2 0.3 r2 Le-IDnjr' °9 - r AAP. Telephone: 75-/-pgpP Fax:_225L 75/`2 g 72- E-Mail: AS TO OWNER: , " ' • Sworn to and subscribed before me this I l ,�"` -1.4- day of m State of Florida,County of Duval U 2" , Notary's Signatur 1/4S \i&J 'r 6(r_ i:k:.......I JENNIFER COMMISSION SCHLUETER personally known .�: ,. .x: MY COMMISSION N DD 121301 y.�„_,r, EXPIRES:May 27,2006 ❑ Produced identification •' ::�1``r _°/ Bonded Thm Notary Public Undavonere Type of identification produced AS TO CONTRACTOR: � 1 P. Li am Sworn to and subscribed before me this I ”) day 1' r of 7 ,20 " ' State of Florida,County of Duval Notary's Signature:`,; r JENNIFER SCHLUETER ❑ Personally known 14??.:?—*".. MY COMMISSION#DD 121301 [�roduced identification 1) EXPIRES:May 27,2006 v 3-1 1, 28 1-St) 3~v �, a: May 27,2006 ere Type of identification produced'{�il�-� ��.ice:" l3ondedThruNolary F 800 Seminole Road • Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/17/03 Page 2 4 Untit1 d DoYament Page 1 of 3 ilit_ Royal Buildins Products H € R E O R E A l I D E A ` T A K E S H A P E Features I Benefits la Royal Soffit Profile Specifications Colors ` Certificate of Conformance Soffit ACCeS OVl4S Royal Fascia HEAVY GAUGE SOFFIT Typical Physical Properties UNIT OF RESULT TEST STANDARD METHOD MEASURE IZOD impact(23°C/73° ASTM D-256 ft-lb/in 2.4 �O F) Tensile strength ASTM D-638 Psi >6000 ‘Vi Modulus of elasticil0A4 ASTM D-638 Psi >365,000 Deflection to ---Z140N ASTM D-648 °F 170 - — under load @ ' TM Coefficie linear ASTM E-831 105 in/in/°F 3.07 expan n s pL GROUP PR C ;� sistance ASTM D-543 Excellent A sdkng s Baum R,ndCr Cell classification ASTM D-1784 Class# 1334434 Compound class ASTM D-3679 Class# 2 Siding/Extrudate Typical Physical Properties TEST STANDARD UNIT OF RESULT METHOD MEASURE Impact resistance(23°C/73° ASTM D-4226 in-lb/mil 2.75 F) Impact resistance(0°C/32°F) ASTM D-4226 in-lb/mil 1.95 Low temperature flexibility CAN/CGSB41 -24-95 %passed >80 t%1 Shrinkage/reversion ASTM D-3679-95 0/0 <3.0 Surface distortion(oil can) ASTM D-3679-95 °F >150 \VI. Nominal thickness CAN/CGSB41 -24-95 mm 1.17 APPROVED ASTM D-3679-95 inch 0.046 CITY OF ATLANTIC BE.\CH Wall thickness BUILDING OFFICE MAY 25 2004 Fire Characteristics By: `^' TEST STANDARD METHOD RESULT Flame spread index 18 Fuel contribution ASTM E84, UBC 42-1 0 Smoke developed index <450 http://www.royalbuildingproducts.com/html/products/siding/soffit/coc.html 5/18/200Q Unttlyd Dooi:.iment Page 2 of 3 Self-ignition temperature, °F ASTM D-1929, UBC 52-3 810 Smoke density rating(%) 42.1 R1 E. C E I v .. D Maximum smoke density(%) ASTM D-2843, UBC 52-2 56.0 CITY OF ATLANTIC BEACH Visibility of exit sign Good BUILDING &ZONING Total burn time, seconds ASTM D-635 <5 I Extent of burning,mm ASTM D-635 <5 MAY 2 4 2004 Fire resistance rating ASTM E-119 1 hour BY: rt,/ TRADITIONAL SOFFIT Typical Physical Properties TEST STANDARD METHOD UNIT OF RESULT MEASURE IZOD impact(23°C/73° ASTM D-256 ft-lb/in 2.4 F) Tensile strength ASTM D-638 Psi >6000 Modulus of elasticity ASTM D-638 Psi >365,000 Deflection temperature ASTM D-648 °F 170 under load @ 264 Psi Coefficient of linear ASTM E-831 105 in/in/°F 3.07 expansion Chemical resistance ASTM D-543 Excellent Cell classification ASTM 11-1734 Class# 1334434 Compound class ASTM D-3679, Class# 2 Siding/Extrudate Typical Physical Properties TEST STANDARD UNIT OF RESULT METHOD MEASURE Impact resistance(23°C/73° ASTM D-4226 in-lb/mil 2.35 F) Impact resistance(0°C/32°F) ASTM D-4226 in-lb/mil 1.71 Low temperature flexibility CAN/CGSB41 -24-95 %passed >80 Shrinkage/reversion ASTM D-3679-95 % <3.0 Surface distortion(oil can) ASTM D-3679-95 °F >150 Nominal thickness CAN/CGSB41 -24-95 mm 1.07 Wall thickness ASTM D-3679-95 inch 0.042 Fire Characteristics TEST STANDARD METHOD RESULT Flame spread index 18 Fuel contribution ASTM E84, UBC 42-1 0 Smoke developed index 510.2 Self-ignition temperature, °F ASTM U-1929, UBC 52-3 810 http://www.royalbuildingproducts.com/html/products/siding/soffit/coc.html 5/18/2004 Untitled•L opment Page 2 of 4 Triple 4 Soffit Approx. wt. per carton (Solid) - Matte finish 91.51bs/41.5kg Approx. wt. p carton (Basket Weave, Peforated) -9er 1.5lbs/41.5kg Product code - Solid RST4M Perforated RST4MP Basket Weave RST4MV Note: Soffit use only -Ventilation area: Triple 4 Sofnt (Perforated): Perforated Per linear foot/Per square foot- 7.65 Matte finish j uu i i sr sq.in. Per panel - 91.8 sq.in. + T (Basket Weave): + ' Per linear foot/Per square foot - 8.2 sq.in. Per panel - 98.4 sq.in. a>!d Solid and Perforated - available in all Basket Weave --.507 colors. - Basket Weave -available in White only. Double 5 Soffit Pieces per carton - 20 Brush finish ra Length per piece - 12'/ 3.66m tom- Squares per carton - 2/ 17.84m2 Approx. wt. carton (Solid and Aro Perforated) - 851bs/38.5kg Product code - _ Solid RSD5VSBF aas� Perforated RSD5VVBF Double 5 Born sow# _,- Soffit �--- Note: Soffit use only -Ventilation area: Perforated Brush finish &Mr Per linear foot - 7.7 sq.in. Per square foot -9.2 sq. in. Per panel - 91.9 sq.in. Available in White, Linen, Vintage Cream, Almond, Wicker, Clay and Sand. Pieces per carton - 16 Length per piece - 12'/3.66m Triple 4 Soffit Squares per carton - 2/ 17.84m2 Perforated Center -T.—, Approx. wt. carton - 81.6lbs/37kg Matte finish Product code - RST4MPC (Center a 2SY -�.--- Perforated) 'C' --• Note: Soffit use only -Ventilation area: ate Per linear foot- 2.55 sq.in. y.. %IT Per square foot - 2.55 sq. in. Per panel - 30.6 sq.in, Available in White only. VINYL PRO SOFFIT - nominal thickness .040" http://www.royalbuildingproducts.com/html/products/siding/soffit/profilespecs.html 5/18/2004 (11., `fr f,-, °t, CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD �' ATLANTIC BEACH, FLORIDA 32233 _____„) INSPECTION PHONE LINE 247-5826 r�01119& Application Number 04-00028261 Date 5/13/04 Property Address 350 SEMINOLE RD Tenant nbr, name 6 ' CEDAR STOCKADE Application description . . FENCE PERMIT Property Zoning TO BE UPDATED Application valuation . . . • 900 Owner Contractor MULLEN, STEVE FATHER AND SONS FENCE COMPANY 8149 103RD ST ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 771-0071 Permit FENCE PERMIT Additional desc . . 00 Permit Fee . . . 35 . 00 Plan Check Fee . 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 4 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 OWNER BUILDING R IPL PLANS WHICHARE PART OF TH S P RMIT ND SUBJECT TO REV ATION FOVIOLATION OF APPLICABLE PROVISIONS LAW. DING OFFICI L 5i .Z., cc: 01.-Wy;lr CITY OF ATLANTIC BEACH D. Ford J3 ; '? BUILDING / ZONING DEPARTMENT .is \,,� S. Doerr 3''` : 9 800 Seminole Road `` ±i sAtlantic Beach,Florida 32233 (904)247-5800 Iv) 0;310 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # OM -ZZ'2IX Property Address: 3S0 (.5e m rnnle aat Applicant: 0 t N a J multi., Project: C.o ` cs-r?0 k<, de- ren.c s° This permit application has been: Imo' Approved ❑ Reviewed and the following items need attention: Please re-submit y application when these items have been completed. Reviewed By- 0-(AA Date: a..S---:-/Z v FROM : FAX NO. :7710016 May. 11 2004 02:33PM P1 MAY-11-2004 03e16 PM MULLEN. STEVE & CINDY 9042702614 P.01 RECEIVED CITY OF ATLANTIC BEACH BUILDING &ZONING A rli CITY. OF ATLANTIC BEACH MAY 1 1 2004 ;lb, ;....1.4.,.7f4i FENCE PERMIT APPLICATION Date:_Ill_ 04 T. •11,11 `, , • Job Address: e to X14 Owner's Name: ' a.o• - i 737-376 zr Phone; 0 0,__L:)-c�1 Address: �� � f,,,,,!J Legal I�cxiptioa: Block Number. Lot Number: CPS/Q�r� Zoning District: , Fence Contractor: C'q P-r itimi M Addrpas; # . *3 • °t Phone: '1'11 _ - State: 1.� Zip:.32e710_Fax: ...1 . ! !�t71111,r0 - City: A C��� , Type of fence and r ateriala to be used: ' • • ++ . ' a Valuation of fence: St) .. - - Of lotueovmer's Association or other private entity required? If yea,please submit with this application. ja a prowl 0 Corner Lot Dumpster or storage tank enclosure [Interior Lot Tr Protection: NO. Applicant certifies that no try 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, PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND ME FOLLOWING REQUIRED tINPORMATIOn: (Fences 1. Attach copy of property survey showing location,height end all distances front property fram the heil proposed and/or nce.ic(Fences shall not be placed within any utility or drainage easements without written permission Departments, Fences shall not restrict any private easement.) 2, Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is correct. Sioctao of Owner: AAA. •-.....a 4 , _Dew 5- 11 -n44 Signature of Contractor: 4'- -Dec /0 Address and contact information of person to receive all correspondence regarding this application(please print) Name: . ►•. /r" 1" 1A . [ Mailing Address; _ :•` •i a - ' A-*.,.. - $ !tone: X�a-,�t>a 14 Fax: Sdi�Me E-Mail: SOO Seminole Road t Atlantic I{afe,flan/Ail��oi•J04antlo-bsach.tl.us Phone: (904)247-5800 - Fax: (904)247-SUS • http. %avi..e tnslb3 Page 1 R � � Lei Socac o f\ ?)c oc 4/ tgiti i bound Zocarc..\ 5 4 3C\ 3 e 350 Se`m‘I no\e �� r___. MAP SHOWING BOUNDARY SURVEY OF LOT 265 AND THE SOUTHERLY 30 FEET OF LOT 264, ACCORDING TO THE PLAT OF "SALTAIR SECTION 2"AS RECORDED IN PLAT BOOK 10, PAGE 15, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: STEVE H. MULLEN, III, CINDY DURDEN, STEWART TITLE OF JACKSONVILLE, INC. , WATSON & OSBORNE TITLE SERVICES, INC. , SOUTHSTAR FUNDING, INC. AND CHASE MANHATTAN MORTGAGE CORPORATION. Zo7" 20/ GoT .24.-a. /,• (e) `y , LoT ZG Q, l..sSS f-XGePY 7J fE SLY 3o FEG7V ?f✓itCaoF� � • Q N �QOW V N ee/A' (Am GP) x Lx,r,`/� e�t m 1 k• o.zz•,vzy, •j loot( ) /oo.mo ( ) c„.,raa �oc-:4:-� '� i• £ is [y T /6.1 21t �` I '1 '€4) ' ��90 •-ra/e. SLY go , ,5..f-r-0, ' 0. y i q . • 3 sue . zo> 2G¢' •tk 3^ u NI PP a • N. As tip' . : D.1. euhmeeteZ .Le [e. . N h✓1 di , pa.vaw.ey: : . \.,a `-• • 7 - v k�?a3 � Vt (Ate ae • / \ 7o.vE W . ts r' ��( /t.o• q k( 8 y ; oof�C.., ` •1•. tz 0k11 4 ' t ; C) „,u• �� ..9.9. 11/7B U,Q A'• �Z 11 I , w QO o� N Q V}l N o1 '_"� 24. ' 8'0 Q 4lJ 3 'V v . A1 N ` \ K h � J 3 NA Y tir �4 N4 o Od ?.4 'rev �- N ' 3 ” "� Lk w p o v Qa 4r.5' ZB.G 4� AI OWl V 2.0'x /v..a • ti?Yy X.v� r-� N� /. 0 y II o ;�`� [oT 2G6 1� '3d a • t(- ( 0 A City of Atlantic Beach ' ,Q ••o V q Planning and Zoning Department v1 This approval verifies compliance with applicable zoning, subdivision and other local land �4 development regulations, but does not constitute ,�a'r approval for the issuance of permits. Compliance NLV ��� /�� oitee lV with Florida Building Code and all other applicable -'y+ local, State and Federal permitting regyy�e�rrn�e tg/ A 1/ 1.) a) must be verified by signature of the Cit�FQf�Al4tit S .yLt 5 P0,4 Y / f (So Beach Building Icial prior t the issue •- Building Permit. Approved Bye Com 'V Developpent Director D Date: L E Y GEM AL 1110T $t J P v , O R s 1, •4z/4 , A' A/,'gae-rzet6 suave Y. h ��� 2.STRUCTURE NO.Vic?SHOWN HEREON UES WITHIN FLOOD ZONE X AS BEST 0 A SSOCIATED SURVEYORS . INC. 3.THIS RISI A SURFACEESURVEY ONLYATHEPEXTENTOOF UNDERGROUND FOOTINGS, ,. LAND k ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. h• 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT j 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. / . JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC A.v ,. 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, J j '� TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. s S V CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEOBWD/#YREYIATIOWi DIRECT SUPERVISION .AND MEETS THE MINIMUM TECHNICAL SET IRON PIPE OR REBAR p POINT of CURVE BTN. - BETIMEEN STANDARDS FOR..1:MD SURVEYING PURSUANT TO CHAPTER ••ASSOC.SURVEY' OR L.B.5488 PT. - POINT OF TANGENCY (CHD) - CHORD 61G17-6 F •IF.tt1A A14IINMSTRATION CODE, C AP R 472, F.S. • FOUND IRON PIN OR PIPE (IP P.R.C. - POINT OF REVERSE CURVE 2 aI FOUND CONCRETE MONUMENT (C.M.) P.C.C. ■ POINT OF COMPOUND CURVE r AP:// X CROSS CUT OR DRILL HOLE C/L .. CENTER LINE R/W- RIGHT OF WAY BY: i�,I, (R) -RECORD L = ARC LENGTH CONC... CONCRETE B.T.- BUILDING TIE CHARLES B. HATCHER ''FIARIDA C*'TIFICATE NO. 3771 R =RADIUS (M) - MEASURED A\C -NR CONDONER (E.T.) - EAVE TIE CHARLES L. STARLING .• RTIFICATE NO. 4579 C & R -COVENANTS & RESTREC11ONS WM -WATER METER UP- UTRITY POLE RAYMOND J. SCHAErER ,FLORIDA ERTIFICATE NO. 6132 O.R.V. -OFFICIAL RECORD VOLUME P.EQ. -POOL EQUIPMENT -+- GUY ANCHOR P.R.M.-PERMANENT REFEREIICE MONUMENT -O.U.- -OVER HEAD UTUTIES JOB NO. .3�7 2 DATE /2 Fees. Zc B.B.L. =BUILDING RESTRICTION LINE X-X FENCE N IL D-NAIL k DISK ; E.T. -ELECTRIC TRANSFORMER & PAD W-W WIRE FENCE E.B.- ELECTRIC 80X SCALE /"'..24,' T ^'^ DRAFTER S7,cr�F ^ J.EA.�- � ELECTRIC MJTHORITY_REF.COR. REFERENCE CORNER 3 ir � r '4 CITY OF ATLANTIC BEACH ' I} 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 _ i , Application Number 04-00028214 Date 5/12/04 Property Address 350 SEMINOLE RD Tenant nbr, name DRIVEWAY Application description . . RIGHT OF WAY PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor MULLEN, STEVE OWNER ATLANTIC BEACH FL 32233 Permit DRIVEWAY 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 i J 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. 4hisr CLiefik DING OFFICIAL a :%- DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE " ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE (904)247-5834 r-- ' FAX:(904)247-5843 _; r SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us 'tf' ,,' ENTS FROM THE PLAN REVIEW COMM PUBLIC WORKS DEPARTMENT Permit Application # C''1 - •--<3 . - ' 1- Applicant: . .. . 01 i i Address: 35* 6 A Project: 0 ' - - Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. ig: Your permit app lication has been reviewed by the Public Works Department and the 7( follnwinc'items need attention: 1 -_ i r [ vA Ncw I .. - . _ T - 1. What are the dimensions of the new driveway? 2. What is proposed driveway material? (Concrete? Brick pavers?) . Pu• is sisewalk must be restore• in kin. . Please submit these requirements to the Public Works Department, 1200 Sandpiper you haveanae, a o Atlantic Beach, FL 32233 in order that we can approve your questions,please call (904) 247-5834. Reviewed y R. Carper,P.E., Public Works Director Date 7 Signature Contractor Notified Date f t 1. f S'7 4 3C)b0 .?S► Con0-c-ve 1 +�R E; G E 1 `/ f, 0 i rte L'�r� CI I r OF ATLANTIC 6E,;CH ;� CITY OF ATLANTIC BEACH l � � ; ,;r; �. ,y �.; °, �` CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS r': MAY 5 F2004904-247_5800 800 Seminole Road i -=-„J,1�? V Atlantic Beach, Florida 32233-5445 ax 904-247-5845 i 1 Date PERMIT it Ry. r/l C, \ ISSUED BY THE'CFA°��"�”°Y=0-�-°�°--��----- i Job Address U Be ' 1�� Y- --- .i._-___� Permiee: C' \ c\ \- MA �' n Telephone # 010 -a ( 9.\`C Permittee Address ,DUCA �O1 Se Requesting Permission to Construct: 6f \J t\tJ O-.1 Location: (Reference to Cross-Street) Sea S'ca \ G.Y\U e,'(\N\``�G\e. 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes (✓4 No ( ) Date: 5— L\-OA Bell South Telephone Company Yes (.4 No ( ) Date: 5 - y- 0'4 Ferrell Gas Yes (✓S No ( ) Date: 5 - `-1 - O`{ Comcast Yes (Vj No ( ) Date: 5 - `\ -&-4 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Robe,(-I- L osw\-e..n Ce- (Contractor's Project Superintendent) located at 3,3 S D \t-si St rte.. Telephone#: -2-)3 553'.') 4. All materials and equipment shall be subject to irhspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with (0 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER— _ Signed: ■ L 0"4,C)\ •J Date: Before me this day of b t C. D c. in the County of Duva/ State Of Florida,has personally appeared 14 i • -,-- ■tilit it4A,0 Notary Public at Large,State of Florida,Co}inty/of6Duv-i. �v_AGE LEO C.HARMON My commission expires: J ` L _o Notary Public,State of Florida Personally Known: or am,: n 'My comm expires Jan.27,2006 Produced Identification: (� lAtr ._."`p Nc.DD86603 r— MAP SHOWING BOUNDARY SURVEY OF LOT 265 AND THE SOUTHERLY 30 FEET OF LOT 264, ACCORDING TO THE PLAT OF "SALTAIR SECTION 2"AS RECORDED IN PLAT BOOK 10, PAGE 15, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: STEVE H. MULLEN, III, CINDY DURDEN, STEWART TITLE OF JACKSONVILLE, INC. , WATSON & OSBORNE TITLE SERVICES, INC. , SOUTHSTAR FUNDING, INC. AND CHASE MANHATTAN MORTGAGE CORPORATION. / 4"o-r- 24.s ZS/ /e,o' (2)- '`w 1� �!o-T ZG 4, L.4 ",5 ,Ex . P/ --ruE S 2 y 3o F.Ee7 .� J i• O.re LY p1 0 1 � x..90 -Ti-/E 52Y 30 ,cFF_7er� o. h N s, , tom' 2G¢' .1k -� v • 341 �� s> : N .. °� 3' �,4 'Si N y by YY` h �cn..ie gel( N /r•e• N• .. .', pD J b -. .. /00.30.(H) 8 r?"` \Q /t14 tRic• ?mot 3 , ` r As Vi No cap) ! /moo• a V 8\� ∎ oof� ` ,NI tl t .1. 1 —Q\\, L v, 16.o� d N.kL t "d`N 19. 1 &. t A.e �s. b \_ Q U O o.8' ° ^ V `U N v1 24.3' $'p 1:.Q , Cl NQ v'V N 1 3 V /4r 0. � V ` NI eP 3 x 1 ti ° Q� �N Q 44� IE Q v •v 0 41.5' ZB.lo• . Q .• N Q 1 /P ap III 1 N /Z r. �\ 0 Y N^ ��;~u.� I .lA4' I l'. ��o moo) 1 /,•o 60) /� ,�( ,•V ;,.a o L pT 1G 6 1 `3%a 1 ;,J V PHA . c � CIS A t V3 0 A/2.Y &'/k/ Lfkie GL6 Gt v� l 6T-4-r 4 SEA 5Plod Y A !/EA11) (-5c..,2,4) I NI E., ) '6 2 t) TUCWA`f P0574 fF' 6C-TIA Al >E('-ACIA)(r O0-ZU-1� L_ ft- STATE S SIZE D� 1c1 c. 1 'R-Lve.,./Ay w1CR SC;_v CADpFZkGZeb r° j v.i 0,S o Ri(.LJ A',,Y PUU R F D) pAA f IL1j.) (f— oS-oW—fly V E Y 0 R J R s 1. Ati gliA*1wNPoe -r-4,6 Soave.Y. el 2.STRUCTURE NO. 350 SHOWN HEREON IDES WITHIN FL000 ZONE X AS BEST DEiERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. ( DATED 04•/7.87• ' A SSOCIATED SURVEYORS .INC. 3.THIS IS A SURFACE suRVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, 1. LAND'k ENGINEERING SURVEYS PIPES.AND UTILITIES, IF ANY, NOT DETERMINED. La/ 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r �/ 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. L j JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC ■ 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, 0 j TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. 0 S S V CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGEND/A■✓EREVIATIONS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C.-POINT OF CURVE BTN. - BETWEEN STANDARDS FOR.t,ND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY' OR L.B.5488 ' P.T. - POINT OF TANGENCY (CHO) - CHORD 61017-6 F 0RIUA ADMINISTRATION CODE, C AP R 472, F.S. • FOUND IRON PIN OR PIPE (IP) P.R.C. - POINT OF REVERSE CURVE /` • FOUND CONCRETE MONUMENT (C.14.) P.C.C. = POINT OF COMPOUND CURVE �' X CROSS CUT OR DRILL HOLE C/L = CENTER LINE`R/W- RIGHT OF WAY BY: ���I r �� / = RECORD L = ARC LENGTH CONC. = CONCRETE B.T.= BUILDING TIE CHARLES 1I 'HATCHI.R ; -FLORIDA 'C'•TIFICATE NO. 3771 (R) =RADIUS (M) - MEASURED A\C =NR CONDITIONER (E.T.) - EAVE'TIE CHARLES L: STARLING FLORIDA;.• RTIFICATE NO. 4579 c & R =COVENANTS & RESTRECTIONS WM -WATER METER UP- UI1IJ Y POLE RAYMOND J. SCHAEFER 'FLORIDA EOTIFICATE N0. 6132 O.R.V. -OFFICUL RECORD VOLUME P.EQ. -POOL EOUIPMEM --►= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT O.U.-=OVER HEAD UTII.TTIES JOB NO .0 752;' . DATE /Z feel.,Z B.R.L =BUILDING RESTRICTION LINE X—X FENCE N k D=NAIL di DISK SCALE: /'�*20• DRAFTER .57.4-fF E.T. =ELECTRIC TRANSFORMER d: PAD W—W WIRE FENCE E.B.- ELECTRIC BOX J.EA. -JACKSONVIUF ELECTRIC AUTHORITY REF.COR.- REFERENCE CORNER NOT VALID WITHOUT THE .'SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER . S ce: 0t.LV;.��, CITY OF ATLANTIC BEACH D. Ford �� r , BUILDING / ZONING DEPARTMENT L- "! s .- .. ¢-" i 800 Seminole Road Doerr j "r Atlantic Beach,Florida 32233 (904)247-5800 'ay) -tJt315 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # (Y{ - 02801(14 Property Address: 3 5C :SP m r, )z f F Rd Applicant: C I i Yl d t�i ill i I 1 I r n Project: di iv Cu 'Yi r J I This per it application has been: Approved Ei Reviewed and the following items need attention: Please re-submit your applicatiof hen these items have been completed. /Reviewed By: "'�" Date: OS���W V I • 5 0 SQn U W z� Wm� o \ o >R N z W�U W 1 ` _ A - Sde ,ucli_ - SiC\t.v'JaA� w:\\ be. repcavre cc rt.oc,ceA mo-cn 0.6c),,c,c \ 0/ X 2- a " Vloust r X `-I l� ro rn 1r10 Lk S e 4o Stree\- lore ovk\- . eY1d 0- 8f.tve, 36t0 ?s- concre.'ve I RECEIVED i rtlLfr'-' CITY OF ATLANTIC BEACH CITY `!C BEACH ■ �Sr gg ' CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EfASEMENTS 'NINC 800 Seminole Road ,•ii-:u u J u, 904-247-5800 ---,77;119 Atlantic Beach, Florida 32233-5445 ax 904-247-5845 Date (> PERMIT# Ry. Job Address 33 Dem1�N\e. ga , ISSUED BY YfiE'O - t r� I Permitee: Cs '\\( 6. \ Ml.\\e n Telephone# 0---- d -a c it\t-4 Perm ittee Address r-aUCA �01'(1`C' �\G S-\-- . (der,! j1 (, ,3 39 Requesting Permission to Construct: 6f\\J e.\N G\N/ Location: (Reference to Cross-Street) Sec Sl ra-')\ G`Y\C\ �e-''' \'c\e 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: , 1 A Jacksonville Electric Authority Yes (✓f No ( ) Date: 5— ` -OLA Bell South Telephone Company Yes (./S No ( ) Date: 5 - y- py Ferrell Gas Yes (4 No ( ) Date: 5 - Ls - vy Comcast Yes (A No ( ) Date: 5 - `\ -Gq 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Rohec-- L-c:�v.i,-t - cQ. (Contractor's Project Superintendent) located at 3.) 5 - r * Telephone#: 33.' 55 3') 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with (0 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: ( IO.I Dater — �1 Before me this '- day of hi c 0 in the County of Duv• State Of Florida,has personally appeared N i 4 --- s••l/.'i4A,i ■ Notary Public at Large,State of Florida r y of Duv.l. My commission expires: I FG 71 d b •sx's1/4''-4% LEO C.HARMON Personally Known: or = Notary Public.State of Florida Produced Identification: K o ii/ii; My,'omm expires Jan.27,2006 No.DD86603 il � • S 'i l,;LA j f. DEPARTMENT OF PUBLIC WORKS ��Z` 1200 SANDPIPER LANE J r ATLANTIC BEACH,FLORIDA 32233-4318 } „ iiIS� TELEPHONE: (904)247-5834 �i, t j FAX: (904)247-5843 ` -� SUNCOM: 852-5834 .;; ' v http://ci.atlantic-beach.fl.us 474,011 .cY PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # c kj - (2g.,/ ti/ Applicant: Lth � iY1L, Ile fl Address: -7.1)S0 Sem 1 n to 1 c Ps- d Project: d rwe LL9Ccc, Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities Department and the following items need attention: gfisure Au. rvt erect . C-r , vA1ti c cs 4"-N c.) se S ki s t 3 le ‘4..3 o Ste` -ro bzogtoO . 6#1.-3 S-65-04 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revi- • -d .y D nna Ka •'ak, Public Utilities Director or WIP 1 •Ir -- - Date ,3---- - el/ Signature Contractor Notified Date RECEIVE CITY OF ATLANTIC BEACH ! ,ITY ?F ATIANIar BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS- 800 Seminole Road v1At 5 Fax) ��4904-247-5800 Atlantic Beach, Florida 32233-5445 904-247-5845 Date PERMIT# Job Address 30 l ./ Sem\,(-v)\e_., ISSUED BY Permitee: C :\ \ \\ (i `I\u. 1\et Telephone # 1O -Q ( Permittee Address ,SOS ---" C)\CM G S� , Requesting Permission to Construct: f Location: (Reference to Cross-Street) Sea �S�C�i CC.r C` E)e Y`\fie\ - 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: '' `` 1 Jacksonville Electric Authority Yes (4 No ( ) Date: 5 - �1-d't Bell South Telephone Company Yes (.4 No ( ) Date: S - y- �y Ferrell Gas Yes (4 No ( ) Date: 5 - `-1 - 0 L Comcast Yes (\A No ( ) Date: 5 - `\ -C; 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Robe l—Uw e ce, (Contractor's Project Superintendent) located at 31) 5 17 0,J\z St rye Telephone#: 3-3 55'x'3 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with (0 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER_ \ Signed: vlLAC-30 of Dater vL� Before me this \ day of Ip t c 0 in the County of Duva/ State Of Florida, has personally appeared N i • i . l_ i/a.-210 Api Notary Public at Large,State of Florid o�un jy of Duv.l. My commission expires: FL 7I d b 40:°om LEO C.HARMON Personally Known: or 2 Notary°ublic.State of Florida Produced Identification: My Comm expires Jan.27,2006 Nc.DD86603 • MAP SHOWING BOUNDARY SURVEY OF LOT 265 AND THE SOUTHERLY 30 FEET OF LOT 264, ACCORDING TO THE PLAT OF "SALTAIR SECTION 2"AS RECORDED IN PLAT BOOK 10, PAGE 15, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: STEVE H. MULLEN, III, CINDY DURDEN, STEWART TITLE OF JACKSONVILLE, INC. , WATSON & OSBORNE TITLE SERVICES, INC. , SOUTHSTAR FUNDING, INC. AND CHASE MANHATTAN MORTGAGE CORPORATION. LoT 2,5/ Cor 2G 3 /ex>' !,S /o7" ZG d, z-.4 .5 ,EXC.EP7' 77./e SL Y 3c.FEG7 Or ° \---- 0 10 3 o h i • ° Y.t y 70O (4 /oo. ( ) ' <„�,�Va r o ii O. .s :3 I4 '%P'/� I /4.7 27�• 1 ,, '141 twcdi) ��90 T//E GY 30 �FF_7o� I p, �1 ' s . Lc 7 2G¢' N •y'? �& .. T C I. •) o./ /co'lt) a it 01%,, ,• IL° /.4' ” /t.B' �� 80 J—as /be.34•(r) E ' v� \ 279. , 24.3 • IC\ -- `JV kit t 4. 1 �T \ N 4,..\4,..\ \ a 1' 14• t•s• •1�L N p `,c ul el 1. 7 W 1 `o v, x " tip° • 4/.5• , za �. �a N r •. t (Alt,CA, N:N. 1 //I Q ( ) �....� K /ov. (�/ 4 A�n —fir, V) 7() ti J i o� a Z�T 2G6,'" 1� ;3a pt-10/4) . .z'_,I ,LN. X44 -Ve-ires% t NGY !Z/v Li&, el/bap) (o447 .,5 . 4 5 170,4 v A VEA/U ( ' ) NEB .• 2TvCWAl Po57'1=t) 6C-ItAkl fEPLAC7.�G °QLL(r- 4k-- fi- STJ!T6 Swjswe jE Du-6444- 19 i S vc-\,JAy w14cRC Sf.-'rc GDt.nkC t, roe- 17 w As oflic--LAJA0/ POu iZe 6) p►A 4,4 G— oS-o 4-flw fi v E Y 0 'P S OE VIAL NOTES' 1. �l6C �e Kol✓V/ 7+rS SuRV'Y•v 2.STRUCTURE NO. 55c SHOWN HEREON LIES WTHIN FLOOD ZONE aC AS REST 0 ASSOCIATED SURVEYORS INC. R IN F 3.THSISA SURFACE E A p CESURVEY ONLY. THEEX OTENTOF UNDERGROUND FOOTINGS, w / LAND A ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4:JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. A JACKSONVILLE; FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC j 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, 0 0 TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. S 5 V CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. I 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. , HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEOEWD/AWREVIATIOWi DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL SET IRON PIPE oR REBAR`'' P.C:- POINT OF CURVE BTN. - BETWEEN STANDARDS FOR.LAND 'SURVEYING PURSUANT TO CHAPTER .,ASSOC.SURVEY• OR L.B.54B8 ' P.T. - POINT OF TANGENCY CHO) - CHORD 61G17-6 F !R!t)A"ADMINISTRATION CODE, C AP R 472, F.S. • FOUND IRON PIN OR PIPE (IP P.R.C. - POINT OF REVERSE CURVE r'''''..''' `:: A r . ■ FOUND CONCRETE MONUMENT (C.M.). P.C.C. = POINT OF COMPOUND CURVE BY: J%.4I a ∎� 4I " X CROSS CUT OR DRILL HOLE C/L CENTER LINE R/W- RIGHT OF WAY CHARLES EL 'HATC HER FLORIDA 'C• •TIFICATE NO. 3771 (R) =RECORD L = ARC LENGTH CONC. = CONCRETE ELT.... BUILDING TIE R =RADIUS (M) - MEASURED A\C =NR CONDITIONER (E.T,) - EAVE TIE CHARLES L. STARLING FLORIDA;,• .RTIFICATE NO. 4579 C & R =COVENANTS k RESTRECTIONS WM =WATER METER UP- UTILITY POLE RAYMOND J. SCHAEFER 'FLORIDA * E TIFICATE NO 6132 O.R.V. -OFFICIAL RECORD VOLUME P.EQ. -POOL EQUIPMENT -..- GUY ANCHOR P.R.M.-PERMANENT Rath:INCE MONUMENT -O.U.--OVER HEAD UTILITIES JOB NO .��75Z DATE /Z Fee. Zcb•/ B.R.L =BUILDING RESTRICTION LINE X—X FENCE N k 0-NAIL & DISK SCALE: /"x-20' - _ I DRAFTER ..c " E.T. =ELECTRIC TRANSFORMER & PAD W--W WIRE FENCE E.B.- ELECTRIC BOX J.EA. -JACKSONVILLE ELECTRIC AUTHORITY REF.COR.- REFERENCE CORNER NOT VALID WITHOUT THE IGNAT.URE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER ` MAP SHOWING BOUNDARY SURVEY OF LOT 265 AND THE SOUTHERLY 30 FEET OF LOT 264, ACCORDING TO THE PLAT OF "SALTAIR SECTION 2"AS RECORDED IN PLAT BOOK 10, PAGE 15, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: STEVE H. MULLEN, III, CINDY DURDEN, STEWART TITLE OF JACKSONVILLE, INC. , WATSON & OSBORNE TITLE SERVICES, INC. , SOUTHSTAR FUNDING, INC. AND CHASE MANHATTAN MORTGAGE CORPORATION. LoT 25/ CoT .2 /O >. (2) y !OT Z(.4' Z..- 55 ExGEPT -r-i SLY 3oFEGT �} ��• 0 U ��W Q oca ti 1 k' VI ^ „I,� �IVQ1 h -\ qJ - 1A IA 0 t�s e449 . ,..9 c 7<•/E S G Y 3a AF F Tor 0. 3 a S' . Lo-r 2C¢-' N Vi v .co I.3 B,e'cw�C '. ' . •. .•DI' BweDec+e7 I e�i : jas' /oo.34;(r-IA V % 4 a \ 279' 14.3'�q N A4'�cp. t s' I 4 C5 /�C aa/,c. v ,',(. 1l I /6.a\ ._ t U l 4s `,' Q ii q.e Wo % 48 N v 1 N o1 K r Z4.3' $' O 3 0 'l * 4 3 'J. 'fir Q I 4r.5' ' 41 tia ---7/ z� 28.G v ti x \ �' � Z '1 01 2.0' /ao %k ∎9 V' U I` k` ti (ALo 4dv) Q? �f )1 LitiK qv ! ' O O (�j k /OU x.../...4r N vo..0 30o a -� � � a . tip N EA ,s $ t\ � 3's';a li /v2.v ,z/w Lrv6-� cireue) Ni E 2 v�W� y (POST j .SEA5Poet Y A1/ NUt (s �w> 6CTlnAL-I PI-ACIQ(r- o -61) ii(-- ft, sm-re $wjss j, E DiG46J- C161 i�sz vc-\,JAy wt1cRE SaAnGE GDtrzkeZej MilC. I.i v•J N , oft IMO/ Pvu QC gtA 7A 4— OS-04-04 os-o ,01S31)--- RNj E j Y 0R J 1. .N6 Ei , l/a5NFACIzie6 Soave.Y. h / 2.STRUCTURE NO. ASO SHOWN HEREON UES WITHIN FLOOD ZONE X AS BEST DETERMINED FROM F.E.M.A. a .A. FLOOD MAPS PANEL NO. / DATED 4/7-87, SSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, iF ANY, NOT DETERMINED. rj 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT j 3846 BLINDING BOULEVARD LOCATED BY THIS SURVEY. t • JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC ? 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, '� TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. S S V CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEOEWD/AYREVIATIOWi DIRECT SUPERVISION ANC MEETS THE MINIMUM TECHNICAL sET IRON PIPE OR REBAR P.C. - POINT OF CURVE eTN. - BETWEEN STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY' OR L.B.5488 P.T. - POINT OF TANGENCY (CHD) - CHORD 61G17-6 F R.DA ADMINISTRATION CODE, C AP R 472, F.S. • FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE 07 Z • FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE BY: • / X CROSS CUT OR DRILL HOLE C/L .- CENTER LINE R/W- RIGHT OF WAY (R) =RECORD L = ARC LENGTH CONC. = CONCRETE B.T.- BUILDING TIE CHARLES B. HATCHER FLORIDA C•'•TIFICATE NO. 3771 R =RADIUS (M) - MEASURED A\C =NR CONDITIONER (E.T.) - EAVE TIE CHARLES L. STARLING FLORIDA • RTIFICATE NO. 4579 C & R =COVENANTS & RESTRECTIONS WM =WATER METER UP- UTILITY POLE RAYMOND J. SCHAEi ER FLORIDA ERTIFICATE NO. 6132 O.R.V. -OFFICIAL RECORD VOLUME P.EQ. -POOL EQUIPMENT -a- GUY ANCHOR JOB NO. .�7 75� P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-...OVER HEAD UTILITIES DATE (2 F-eZS,/Zan" B.R.L =BUILDING RESTRICTION LINE X—X FENCE N k D.. NAIL & DISK SCALE: 7 20' DRAFTER .ST•V°F E.T. =ELECTRIC TRANSFORMER & PAD W-W WIRE FENCE E.B.- ELECTRIC BOX J.E.A. -JACKSONVII1E ELECTRIC AUTHORTIY REF.COR.- REFERENCE CORNER NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER � `s, CITY OF ATLANTIC BEACH °, - A. j 800 SEMINOLE ROAD J z ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00027922 Date 3/22/04 Property Address 350 SEMINOLE RD Tenant nbr, name MISC INTERIOR REMODEL Application description . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation . . . 14000 Owner Contractor MULLEN, STEVE AND CINDY RFB CONSTRUCTION 350 SEMINOLE ROAD 613252 RIVER RD ATLANTIC BEACH FL 32233 CALLAHAN FL (904) 270-2614 CALLAHAN FL 32011 (904) 502-7263 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 100 . 00 Plan Check Fee 50 . 00 Issue Date . . . Valuation . . . . 14000 Fee summary Charged Paid Credited Due It Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total 50 . 00 50 . 00 . 00 . 00 Grand Total 150 . 00 150 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLF' UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN' RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APP" CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISION" c4J BUILDING OFFICIAL . >>r CITY OF ATLANTIC BEACH C;. , r lys F• • i ;, BUILDING / ZONING DEPARTMENT •• 1 W".' 800 Seminole Road S. Doerr ;�I AtlanticBeach,Florida 32233(904)247-5800�L r�;;I�f (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # (--)..4 - d') 1 a Property Address: , -O S -__rn j 1\;131 L) Applicant: )5 Coos-\"y" I 6 / 1-Y ( . Project: —1-e-/n_C) �fl This permit application has been: Approved E Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: 1.4k Date: `3/C6 ?s LAP iii , �..s * RECEIVED • �.. CITY OF ATLANTIC BEACH BUILDING &ZONING CITY OF ATLANTIC BEACH !) MAR 1 7 2004 BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) BY: rt4e�rivrt Retr�ode _ ,�,,�I _ .. -. .or�.,._n Job Address: 3inih0 Owner of Property: SAtte it Cindy 44/4/ Address: 3,5C) .604111-o% / A Telephone: ��^^�� �//� Legal Description: Block Number:/0-/5:4/6 G Lot Number: Icfsvq�byTTO/ g p y �S Zoning District: I/v I l ) Contractor: RcS 6 :504'uch !o - f 7c State License Number: L(7L Aso 9s64 Cry Contractor's Address: 6C 25 2. R,.' r , d• Cq/14r 1 ) . 32-ot / Telephone: 9D'( 515Z 72-63 Fax: '7 V fC79 297 9 Describe proposed use and,work to be done: /OoI,r7 A i, r 4m. *)4, AG vpsm d / o f C�I,�YI C1/L(,� 1 Y ti _s Present use of land or building(s): 414 Valuation of proposed construction: )Q OD What are the dimensions of the added space: Af,//4 feet x feet /�,1 Will the added area be heated and cooled? /� � New electrical or increase in service?TNC12 A SDK 6 Add plumbing fixtures? MO Add fireplace? N b Add heating/air conditioning? t/f$la/r �� � � Is approval of Homeowner's Association or other private entity required? Afio If yes, please submit with this application. Will liiPProject involve changes in elevation,site grade or any use of fill material or the removal of any trees? Lg(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. 12(NO. Applicant certifies that no trees will be removed for this project. El 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:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building 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.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 , 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. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. 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 all information provided with this application is correct. Signature of owner: i f/ ' A A A 10 __ Date: 3/i U 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. Signature of Contractor: _ _ Date: 3//C4K Address and contact information of person to receive all correspondence regarding this application (please print). Name: 4eNte. and t f'vA H 1`.1\ �1L1le 11 Mailing Address: p,()9 %?61(Ise Ttlp��r, Telephone: D1 a (.s211--1 Fax: S H X103 I @ 'j i Saud',ne f SC,t 1M� E-Mail: AS TO OWNER: Sworn to and subscribed before me this ��� day of Ale,/ 200Y .tl State of Florida,County of Duval Notary's Signature: rersonally known "9.' THOMAS AVERY BLAIR ❑ Produced identification 41,7 MY COMMISSION# DD 164417 Type of identification produced 'fora`* EXPIRES:November 12.2008 1-8003-NOTARY FL Notary Service 8 Bonding,Inc. AS TO CONTRACTOR: / Sworn to and subscribed before me this / (1— day of A/ L 20W. State of Florida,County of Duval Notary's Signature: G�� /�% Personally known ❑ Produced identification Type of identification produced 'P THOMAS AVERY SLAM Tj 7r 1Y COMMISSION# DD 164417 l'or WI,' EXPIRES:November 12,2008 1.800 3-NOTARY FL Notary Service&Bo Inc. 800 Seminole Road Atlantic Beach,Florida 32233-54• Telephone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 . 5 MIN. RETURN "� -- 2 to i CL ' 'i. IT PHONE # DUVAL Ci, I DO C.. 2 ©644-0(67 $SZ TRUST , 5.00 1.00 NOTW ( H 2EMENT COP $ 00 : 116 ' FY f State of V r, 1 C�Ci Page: 268 County of riled & Recorded Tax Folio No. N y �`J L \ 03/17/2004 09:13:46 AM JIM FULLER 0) To Whom It May Concern: CLERK CIRCUIT COURT DUVAL COUNTY cri RECORDING $ 5.00 AS AS The undersigned hereby informs you th jJ torments will be A e to certain real property,and in accordance with Section 713 of the Florida Statutes,the foll T formatio4is stand this NOTICE OF COMMENCEMENT. th ch Legal description of property being improved: N6C,l, tic, I 0 —IS-- I Lp-'.1,5- lc-1E I r}+ Lim he r *a Address of property being improved: 750 max,v ' ,n o I C R r. '.4 OGeneral description of improvements: Ft o; ,,At t rz{acv(S , pa+c41 4, pc►,.1 i t i C. lAt>-7rgriF1 0 1k; t-y€ v ∎:t.\,,,,cam�s 1 Owner: S Je. l4 4 6 J --, 7o --, _I Address: D.bc\ Pt,,,'1�e-\-�� ft Slt,-ze I l}-Tf_A.N'Tit ( 1c • ( FL t 0)-91 , Owner's interest in site of the improvement: tR en A-a.1 Fee Simple Titleholder(if other than owner): Name: Address: Contractor: r P-') C0;,1541 i~C-h i'I Address: w l 7 5'J y2. e r 12rl I C/i i l a f1,111 l r L 3 c I I Phone No: (1()LI - C'A- 7,;t.i.:?r Fax No: `/C'-I -c<1 9 - 2`1 7c11/ Surety(if any): N%( % Address: Amount of Bond $ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: - Cztv'DY Mtn(LL6(Q Address: _2_09 _ko NSiF--r ST . ,-. 1 C_j c L _i__2 2._ ZL Phone No: a70 -,461,1..4 ' Fax No: r97 n --dc/LI In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in __ Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY � /fWNER ^/-7 Signed: 464 / . Date: 03 ( oy Before f is .ay of O in the County of Duval, State pf Fl rida,has personally appeared 7t.-- 04 K LL L-,-,- `air- Notary Public at Large, State¢f Flori a,County of Duval. Luz„,./L14_4 My commission expires: ( / 2i7/ 0 Co Personally Known: 11 —///C� or , LEO C.HARMON Produced Identification: / D C.— I $ - Notary Public.State of Florida ;;�: N My comm.expires Jan.27,2006 � o.DD86603 ..■ ' , : 1 . .. 4. :-.. .,......:, cv, . 4.v...* . ; . - I -.• , Fox posr RENtoDEL • . .. i CSec Ni CAD 71.:moka . . • -- .. • ! '1 1 " .‘ , CtC)K-vraito -pee - 12EAAo • „ . . ..,,. .,.1). . ,.._,.., " ___+______ .• _ , , . Lg. , • , .:: • , „.......... Aah 3.414v OP De MoLIT - ---- - , _ ,_ [ ,, , . • • I' '1-0 (IESTORC elT6tiot "'"" L . . .•_ i . , ., __, ,:,_ , ,3 r 1 1 : •f ,. , -. I•••'.". . • 1 Not1i% VJ ALL To Otiky-VAI _ __ )1) :. 6,i,;01.c) Q . BATH lir . ::. . _ .. „ bR.AWO P(AN) i ...• • . . ; . , . vv1.1 ,. j . - . • 1 ••,:; - . -4.:- ......i &TIN)" AL 4 ; LI4E Nj 5t1ELL/Ei ! 18 IL 14 isAw• . ; .1 • N. .' - 4U. pu;;F;)-s€ , :; . 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A - „._• . ,, , •, ... ,.. • . , . ,. ...:.:. • .,....: .: - ./. -.• 41/4: 51 0 *--.... . , - -• . - • • 'te . k— - , - • . • . V z . g o 1 :,.1 ki . • . . . . . I . I -z i - O . < . . . , ,-/ , w ki4 -' . >/a , ou.. ... ..-..- : A ..,,., .......... • •: _. .. - , . 2 4 •6 tn. ...a. .......i ‘C) ° k4 • ov' 6 — 0 ,,‘ ig oPir IiIIL I ; J-- 2 4 - • Li 0 • - - k--- 1. I k•- ( • c2.v, • • 0 U 11 O II 0 I kn 0 \-4 a 1 t_L3 Q Ln CY) O'Fr N r l�l o K 4 ti ti It 3 � z 350 sGsAIJoLe IZD comp1e(cam umit art Per aeeereto retailer of carbon repass, term may be &operated along above /old. Stepan eompletod sheets together in original order. Proposed Construction DESCRIPTION OF MATERIALS No, Under Construction (To be Unsorted by FHA or VA) ; 1 Property address -_:� ..... PA.. City Z.l.A_hJ_Tl(._. '7,l4et-1.._ Stat. .�'�--A Mortgagor or Sponsor is 44?a `•.kr;e_.. .6.eAc. _i__1 :.42.L p► ! (Name) (Address) • Contractor or Builder OSS__CQttt.S , C:T C. N. C a. .__ ___ t (Name l I A dd re ss I I INSTRUCTIONS I. For additional information on how this form is to be submitted, number minimum requirements cannot be considered unless specifically descriued. of copies, etc., see the instructions applicable to the FHA Application for 4. Include no alternates. "or equal" phrases, or contradictory items. (Con- s the cge Insurance or VA Requetf for Dttcrmination of Reasonable Value, siderotion of a request for acceptance of substitute materials or equipment os the case may be. is not thereby precluded.) F 2. Describe all materials and equipment to be used, whether or not shown on the drawings, by marking an X in each appropriate check-bos and entering 6. Include signatures required at the end of this form. the information called for in each spots. If space is inadequate, enter "See b. The construction shall be completed in compliance with the related mist." and describe under item 27 or on an attached sheet. drawings and specifications, as amended during processing. The specifications 3. Work not specifically described or shown will not be considered unless include this Description of Materials and the applicable Minimum Construction trequired, when the minimum acceptablse will be assumed_. Work exceeding _ ' Requirements. __ T_ — — s ,_1. EXCAVATION: Bearin g soil r t Yp! 6Al!yl A.� _�iv .M - 1 2. FOUNDATIONS: (� ,�j, r• 5 Footings: Concrete mix 2 t c' r s�-,'1 I Reinforcing c�. f' 0�i r Foundation wall: Material =C?f,.4 .._____ -! . Reinforcing Interior foundation wall: Material Party foundation wall Columns: Material and size Piers: Material and reinforcing _ Girders: Material and sizes Sills: Material F � Basement entrance areaway r Window areaways --. _.-_- Waterproofing__2-_.EL'_i5# F 'i,.._-4%\Qf...r.i..j -__ Footing drains _ Termite protection .,Er __ab.•_�tf.`i# D.ki '� Basementless space: Ground cover ' . Insulation Foundation vents ! Special foundations __ -,__._ - r 3. CHIMNEYS: �) /' Material Prefabricated (make and size) _�f _��Z?� a.rs (e,q l Flue lining: Material ___.__..... . Heater flue size Fireplace flue size l • Vents (material and size):Gas or oil heater - Water heater 4. FIREPLACES: Type: ❑ Solid fuel; ❑ gas-burning; ❑ circulator (make and sise) _ Ash dump and clean-out Fireplace: Facing _; lining _; hearth ; mantel I. EXTERIOR WALLS: t Wood frame: Grade and species _ ❑ Corner bracing. Building paper or felt _ Sheathing ; thickness _, ; width ; ❑ solid; ❑ spaced -____ o. a; ❑ diagonal; Siding _ ; grade - _; type ; size _ _ ; exposure "; fastening Shingles ; grade ; type -. ; size _ ;exposure "; fastening Stucco ; thickness ". Lath ; weight lb. Masonry veneer Sills g Lintels Masonry: Facing Cps :��Xr; backup thickness -...s 2 . Bonding.__c.,.O_,A1 3J Door sills=- i{-1)-4i 1— Window sills .. �\' .'.ti ke: - Lintels ____e? J_41'ti. Interior surfaces: Dampprooflng, ..__..__coats of ; furring ._____. _-. Exterior painting: Material ST[=►. _ .:'L1. - .-__J.-+.li__ :,G_L.41Z----- D-L _; number of coats.- a Gable wall construction:XSame as main walls; 0 other - fk. FLOOR FRAMING: Joists: Wood, grade and species ; ether ; bridging ; anchors Concrete slab: ❑ Basement floor; ❑ first floor;; ground supported; ❑ self-supporting; mix Z Q.f?S:_E. ickness _4-_"; reinforcing __lam!`i1G'_ t0.11!! ; tTtsltla}kon ; membrane _2 i.. ' S Fat." Fill under slab: Material ____ ,L--___= r ; thickness __-_ _.r'_ 7. SUIFLOORING: (Describe underflooring for special floors under item 21.) Material: Grade and species ._ ;size •;type Laid: ❑ First floor; ❑ second floor; ❑ attic sq. ft.; ❑ diagonal; ❑ right angles. _ 1 S. FINISH FLOORING: (Wood ortly. Describe other finish flooring under item 21.) LOCAnos Rooms Gress Srecira THICKNESS Wgrss Bta4 raise j i1NNa First floor_ _. - I Second floor_ -- - I d Attic floor ---- so.ft. _.._. . . . -- ---- 1 DESCRIPTION OF MATERIALS ' elf'FOR OFFICE USF ONLY// ' Date / 196/- Permit #-_6-1//.' -` Fee $ 2/--421" CITY OF ATLANTIC BEACH Valuation $ (7��+® FLORIDA House #.310 SP r k:4 474, 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 /14.gL N / , 19 6/ Owner Z_)- 1--) 9C g Address --4:3.0-'4 li IS l/6-- /A44Tele hone Nol' /C 96 Architect Address Telephone No. Contractor Builder Ri 45S o 41s i • e ° Address /`il J L Tlf/Rp3' Telephone No G - 3 YYe .SA-L f A/R 'fez. 2 Lot No. 6 `) Block No. Sub Division Zone "q s q Y � , �9v.� s#8. 350 c"�j1/N o L F_ .12, Street Lt� Side Between /1"..40..5M44- n and Valuation $.6 7/W For what purpose will building be used /'� — S Type of construction e', )3 7/ 4.X2_ G ..� Dimensions of Building-2171Y " ' Dimensions of Lot `s C.) V/ u U Size of Footings 8 Size of Piers Size of Sills Greatest Sill Span in ft. Type Roof '6 e" How will Building be Heated? 1-`a AL-L Fv,Q/VA..<- Will Building be on Solid or Filled Ground? 3 a e--/ /? Size of Ceiling Joists , Distance on Centers 2 e.L�� , Greatest Span " Size of Floor Joists ,Distance on Centers , Greatest Span " Size of Rafters 7 /sf 6P , Distance on Centers , Greatest Span " This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall 'v is be submitted with application. 41 4` Inspections required. ? 1. When steel is in place and ready to pour footing. W • W 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. `� 4. When framing is completed. N itf,- �7 5. When rough plumbing is completed,and ready to cover up. Ga e,� 7'�`v 6. When septic tank drain field or sewer is laid but before it is covered. A A 7. Electrical inspection by City of Jacksonville. rn • CO 8. Final inspection. . Note: In case of any rejection,re-inspection MUST be called for after 14 corrections are made. a FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. DEPARTMENT OF BUILDING /� (� CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. 4 9 5 3 PERMIT TO BUILD APPENDIX 'tx a THIS PERMIT MUST BE POSTED ON JOB WHERE WORK IS STAR a D' PRIOR TO OBTAINING Date MARCH 9 19 82 PERMIT, THE FEES .1 I1 Valuation$ Fee$ 15,334.00 102.00 BE DOUBLED. i This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that : RGE J. STRATE 350 SEMINOLE ROAD, ATLANTIC BEACH, FLORIDA has permission to build ROOM ADDITIOPJ AS PER PLANS SUBMITTED. Classification SINGLE FAMILY RA Owned by GEORGE Zone Lot 265 Block SEA#2 S/D SALTAIR House No. According to approved plans which are part of this permit = NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS � ♦ AFTER DATE OF ISSUE �� Z Building material, rubbis —I from this work must no 0 d ;brill, in public space, and m s K = up and hauled away b ithe�Spe . tractor or owner. C 1 '/10/8' .,. 1000 Building Official, FOR OFFICE USE ONLY DATE I CONTRACTOR PLUMBING �s 9 —9—•2 FAIR PLUMBING COMPANY ELECTRICAL 3376 3-10-82 BARKOSKIE ELECTRIC COMPANY SEWER IIIIIIIIIIIIIII WATER IIIIIIIIIIIIIIIII DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date MARCH 9 19 82 Valuation$ PLUMBING PERMITee$ 5.00 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that F. W. FAIR PLUMING COMPANY P. 0. Box 51149, JACKSONVILLE BEACH, FLORIDA has permission to build INSTALL ADDITIONAL PLUMBING FIXTURES AS PER PLANS SUBMITTED. Classification SINGLE FAMILY Zone RA Owned by GEORGE J. STRATE Lot 265 Block SEC # 2 S/D SALTAIR House No. 350 SEMINOLE ROAD According to approved plans which are part of this permit = NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISATAA( T4 —♦ �— O Building material, rubbish a�liC1'i�C -Zi from this woolt4 must nbt be,144},dd': in public spac{ei and must bee r = up and hautee,L, way bdf'eith5p mud tractor or owner. 100U Building Official. FOR OFFICE PERMIT CM= USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER CITY OF Afttutic Veack - re t 716 OCEAN BOULEVARD DRAWER 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE (904) 249-2395 January 25, 1982 TO WHOM IT MAY CONCERN: I, Kimberly Strate, of 350 SEMINOLE ROAD, Atlantic Beach, Florida, 32233, have checked out the building plans for the same address, this date. I agree to return them, intact, within seven (7) days. KIMBElLt STRATE Plans checkout by: M. L. Dombrowski Reason: To verify plumbing/sewage hookups, To obtain a copy. CITY OF ATLANTIC BEACH, FLORIDA v0 Approved by APPLICATION FOR ELECTRICAL PERMIT - (1 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ) 19 3-2` IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. / N . Sao 47 ELECTRICAL FIRM: MASTER I? TRICIAN Stit/4._ GN/ URE JOURNEYMAN NAME f-3' 5✓LeP ADDRESS: 3-so , -..d--et a- RFD BOX BLDG.SIZE BETWEEN: RES. (1) APT. ( ) COMM. ( ) PUBLIC ( ) INDUS. ( 1 NEW ( 1 OLD ( ) REW. ADDITION (}') TRAILER ( ) TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: NEW( 1 INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ) ALUM. ( 1 SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE / :)D AMPS / PH 3 W a2¢6'VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE I LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES SO CONCEALED OPEN TOTAL 0.30 AMPS. 31-100 AMPS. SWITCHES A. 7- INCANDESCENT FLUORESCENT&M.V. FIXED • 0.100 AMPS. • OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT I l O-1 I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH ( FLASHER EACH SIGN FORWARDED $ TOTAL FEES H DIN PRMT �i _ YcS3 Se ,,vo% �� fk l; fief 9 BUILDING PERMIT WORKSHEET ELECTRICAL PERMIT i1 33��- eRk,raT&I'F HEATED SQUARE FOOTAGE '?igo ve @ $ per s. f. = $ /� �,�y.40 GARAGE (PRIVATE/SHED) — _ @ $ per s. f. $ CARPORT @ $ per s. f. $ PORCHES @ $ per s. f. $ DECK @ $ per s. f. $ dd TOTAL VALUATION DATA $ PERMIT FEES - 46' 33 4! ©� ��- d0' TOTAL VALUATION DATE 1st $ Jay 521 REMAINDER VALUATION $ - @ $,2.3D per thousand TOTAL BUILDING PERMIT $ i7 •a4 '13 P/P/AcC� J _ �LUS 1/2 TEE BUILDING PERMIT FOR PLAN FILING FEE $ (�y� c/c7 l3 G a O O O TOTAL FEE DUE $ JQa. PLUMBING PERMIT FEE $ -J . WATER METER SIZE & FEE $ SEWER CONNECTION: SQUARE FOOTAGE FEE $ _ DO WATER WATER CONNECTION: FIXTURE UNITS @ $10.00 PER UNIT $ 6-21 . TOTAL BP & PC FEES DUE $ /Oe2• TOTAL WATER METER CHARGE • TOTAL WATER CONNECTION CHARGE.CHARGE. . .7T sa . TOTAL SEWER CONNECTION CHARGE $ . -- GRAND TOTAL DUE. . , $ /$ •ea Y •' D i BUILDING PERMIT U 1253 . 1:.-ss:J3 ��1�iy>> ,vO1P 1 S 4 PLUMBING PERMIT # aj ' BUILDING PERMIT WORKSHEET ELECTRICAL PERMIT ` 3 74' • _ �`0 . fit HEATED SQUARE FOOTAGE J� @ $ cJY. /-5 per s. . = $ GARAGE (PRIVATE/SHED) _ @ $ _ . •• r S. f. $ CARPORT @ $ . per s. f. $ PORCHES @ $ per s. f. $ DECK @ . ter s. f. $ 'ITAL VALUATION DATA $ P' IT FEES le- _! 567 d6 /d. b $ /a . � TOTAL ALUATION DATE . 1st $4 aoo.o 0 �4, 30 .4 - o 00 REMAINrER VALUATI ' 1 �. c� g- @ $ $ _ • 3. caper thousand . _ Dom- 00 TAL BUILDING PERMIT $ _ y9• 4,14.,_,5, $/ 5a PLUS 1/2 THE BUILDING PERMIT FOR PLAN FILING FEE $ - ,--- c/ „$6 TOTAL FEE DUE $ 9.Sy • od PLUMBING PERMIT FEE $ , WATER METER SIZE & FEE $ . SEWER CONNECTION: SQUARE FOOTAGE FEE $ . WATER CONtiECTION: FIXTURE UNITS @ $10.00 PER UNIT $ . TOTAL BP & PC FEES DUE $ - - TOTAL WATER METER CHARGE $ • - TOTAL WATER CONNECTION CHARGE $ . . TOTAL SEWER CONNECTION CHARGE $ GRAND TOTAL DUE. , . . , $ . i 71e�v, ��� FOR OFFICE USE ONLY Date 19 CITY OF ATLANTIC BEACH Permit # Fee$ Valuation $ FLORIDA House # 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. %� /�7 /^ l Date J ( ;� , 19.-S.X Owner-4?I-EO jq/ S f' I Address //�� 2S� &E I:n-!.!l�c)j-1't Telephone 1�1D.5 Architect GTC.QRc.L- S S+a.AT a Address.-..3S0 S a in 121,)OL E. Telephone No..l y I - 1ga J Contractor Builder..6,. .-0.26:.&-- .?T.RA�C� aa�� u FI. Address....3;z-Q 67r!Lr-Ma.4 ' Telephone o.2-4 f - 71 Lot No....o .10 5-- 30 .Block No. f- a' Sub Division LT F i>Q.. pp (A A f �-1-4 zone Street-S lr1r-pO-3-C Side Between Sr. .-Q4y and..... 1 .3..L! i.,.: gta. Valuation $_,sift G CO For what purpose will building be used.64.17/11E V ROOtriType of construction-F,4/11 / / ' Size of Footings- Dimensions of Buildin ® X r Building- a7a� Dimensions of Lot. �©� X 9e� Size of Piers Size of Sills Greatest Sill Span in ft Type Roof 4%6--'(4 How will Building be Heated? FiQePhiC Will Building be on Solid or Filled Ground? Size of Ceiling Joists .,sk4 , Distance on Centers__-_.. . ./2,� , Greatest Span ,'2 " Size of Floor Joists Coe✓e-026'T1.:.-^ , Distance on Centers. , Greatest Span " Size of Rafters , Distance on Centers , Greatest Span ,t A P P lR 0 V 2= 7 This rectangle is to represent the lot. CITY i!r ` . ' iocH Locate the building or buildings in the f3U1L.D1NG OFPl.': right position. Give distance in feet from all lot-lines and existing buildings. MAR 198'' REAR LOT LINE Two copies of plans and specifications shall MAR / Ni, be submitted with application. / Inspections required. j0 1 1. When steel is in place and ready to pour footin:. 4-_-, 2. When steel is in place and ready to pour columns and/or lintel. Z W Z 3. When steel is in place and ready to pour beam. :7 j 4. When framing is completed. (o-+ 5. When rough plumbing is completed,and ready to cover up. .7 41 6. When septic tank drain field or sewer is laid but before it is covered. A W A A 7. Electrical inspection by City of Jacksor.ville. iii 8. Final inspection. -�.-f 1 IE 34 Note: In case of any rejection,re-inspection MUST be called for after r/0/ corrections are made. Al% 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 specifications, which are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Signature of Builder..- ) Address Signature of Owner L.-TT--.... -- .. . X1,0+ Address...-as-0 sat?1.0Lc gm 4t1 Be.,311 • I I T' Ecji ! L ..cr2 1/4.1_ CE: .; • • • ■t• I al `C) ) 4i 7N X '111 I SI- _ • ; •aa 4.11\ C*3 >t ••••••.% " •CNI,. .:"••••• i *ft N1/41/4 1:9• t . " • . . ..•••••• • " I � y CI TY OF ATLANTIC BEACH // Ar_e_LJ Il ON FOR PLUMB_I NG PERM)T tj-((DATE g"... q' gL 3.,', d - LOCATI ON Q ---=--- - - PLU2ING F1F�t�l �� - ---_ Aiit PG Ong)4/ PASTER PLII'ER -__ -1 CI TY/COUNTY CCCU'ATI OVAL LI CEIJSE NO. P (.6 __ STATE CERTIFICATE NO._ __ . /42i, BUILDER OR CTR:iCTOR 40 t-� / G': P4i0,TYPE OF BUJ LD1 NG /// '' _el SINKS - Y 0 __--SHOWERS ‘../_LAVATORY _ l'ATER FF ATERS BATH TEBS __ DI SH ASHDR.S I ' (�� --URI NALS DI SPOSALS ' / `1, ■ 4— /CLOSETS WASH!NG In'Aa-i1 NE 'V- FLOOR �_ GRAINS - --OT} ER ZTOTAL F1XTURE COUNT I NS T AL LATI ON OF PLIt431 NG AND Fl XTURES MUST BE I N ACCORDANCE WI TH THE MOST RECENT EDI TI ON OF THE SOUTHERN STANDARD PLUD3I NG CODE. 41.1):' / aZiet/t j '5 (L' DEPARTMENT OF BUILDING PERMIT NO. v CITY OF ATLANTIC BEACH,FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 9 /26 19 Valuation$_ (t FENCE. Fee 7.50 Y This permit not valid until above fee has been paid to City Treasurer,and is ��'4 I 95 6� 1 ' subject to revocation for violation of applicable provisions of law. i •• * s This is to certify that GEORGE STRATES ' MOO FENCE AS PER PLANS SUBMITTED has permission to build Classification RESIDENTIAL Zone Owned by •Z ' Block--S/D Lot House No. 350 SEMINOLE ROAD According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 � r O Building material, rubbish and debris �' - from this work must not be placed in public space, and must be cleared • d away by either con- J � Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER -y •♦ { a ,!.''.• ( . .. ! IJ S, `,EC 2E-S (e) (l ) :n ti1E• tea , -v1•r. the front property 1 . ..c' and the f. .•nt :1'. nce or » i t _ . .a] 1 d four (4) feet •jh (2) a , • } 1 i f t ,.r � � a Ca'e four t in :,�', ��It ( ) Iri :,c• nr�'d, .. .. .. the r - t 't�uil :ing ..eck line and the rear property line , no fence er• _a r, , . (n) ` � I l ! hall c�. ,•,•C i>: (6) fret n }.•-:: ht. (3) ;:o person shall ccn_truct erect or p: ace f ace cm any j>rc,�a_rt}' �.•it i.:r, t}.c city any _,t•::.:all or retaining hall without first c•htaining a par:nit therefor frcr., the city r t' : 11; ,it t iog adequate plans and specifications to show the }•gilding official of t':e city the e :,r;stit,rtion cr,ntc ,plated. For the Furprse of this section, a <<- :•...all or retair;in€ is duf incd to be any wall used to resist the lateral displace-:Lent of any material. (4) 7.3t- w= t ,t ndir•g any provision hereof, no fence shall be constructed contrary to the prc'visi rs cf su'-: -ction (n) of tLis section. (n) Traffic v:!- ibilit\• cress cor_;;ors. In any distr rt nc fi_; ce, sign or any planting shall be maintained, e;•:cept that which dcles not intt-rf. re .:it traffic visibility across corners. This deter-ination shall be :-•ade by the city ra::a_er or his appointed agent, and property owners in violation thereof shall be .advised to - al:e the r•eceEsary re=oval. i Of .1- M]T NAME, AESS 6 i- ;pr. - _ OF (F-IIl•:T PLEASE!) ALL � 'F - _ ': D LFGAI D SCRJPTl O:i: OR FSS _ rut-.1U NG iC1 HIF A??L_IC 7ION: V- .. - .N: a) The location of the building, structure or tot Ic ch or ':por which the structure is to be erected. b) A ']ot plan s- swing the position of the structure in relation to '_arthy - buildings or structures. c) A blueprint or ink drawing of the flans and specifications and method of construction and attac ent to the building or in the ground. d) The na-pe of the person/contractor erecting the structure. e) Such other information as the city 7-anager or his appointed 2ent shall require to show full cc pliance with other laws and crdi anc es of the city. c, .'=i: E OF ?PL I C ANT I:ATE 3s D SEm IGvc) 1,g_ f--1) L .7V —s- k. , %/ ta r , I r_, ii__.:;)°`':-%'' \.____dx .. L 4 , / \ -, \— - - APPROVED :IV OF OTL .N,IC BEACH tUILOING OFFICE X26103 C /.� 711 _. ki- c). .1 L.. q 4 - 3 ') 55'6 CITY OF n f4I /S�-4 Office of Building Official n REQUEST FOR INSPECTION Date 7— 7 6 gL 'ermit No. Time A.M. Received P.M. . 6 0 Vii/ kt_,(4,calii `" ' oQ c: Job Addres •cality • Owner's Name Contractor !� BUILDING CONCRETE ELECTRICAL BIN MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel El Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION, /x,11• Mon. Tues.t Wed. eV Friday M ‘\‘0 ,01., A.M. Inspection Made P.M. Inspector tAk Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING ,, - 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT L PERMIT INFORMATION ! LOCATION=I ORMATION - - Permit Number: 23277 ( Address: 350 SEMINOLE ROAD Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: UTILITY Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. ost: OWNER INFO MATION _ Date Issued: 1/08/2002 Name: STRATE, KIM Total Fees: 25.00 Address: 350 SEMINOLE ROAD Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 1/08/2002 .,.f ~; P_$' Q00 000-0000 Work Desc: REPLACE WATE , =V CE C _ CONTRACTOR(S � x i'ATOM-FEES - CHRISTY FIRST COAST PL . - he _Ie = 25.00 _ x �i T��� N k .F'� yam' !Rr a-.; � � 4, ,4 o- epic, • - e 1::- .-i.,-,.. v. S ‘. n' 2y." 7" .• � - -e3�.- .'mot '"'�* ,�, + 'i`7�-�'? i„ ,Age , `'aFINAL y a s _� 'mac .., s�"; . .��s a���,-��fi��:�x�,�-��i,�� `- � e �'� � '� ' 44, 'Tt°` 'b . -"4 -.,`�-• .0 ,1pv1n+Y -w `� Yx-m •'-'°' .- 'emu " h +e =S# aA L iST24 NOTICE - INS c®.. =�� t �=i 4. Ir N ECTION . Tyr SP :.• , i BUILDING.MATERIAL, °' A ; . -€m �- j •CED IN PUBLIC j SPACE, AND MUST BE CL {' R P .;.:,,,,,461, 4. TOR OR OWNER ,.-. i-4::::::-,7--- -:::,::;--.:.;., ,-- -- ';r7---- ---'''''' - ' ---S"FAILURE TO COMPLY WITH �-6;< L i* RESULT IN THE - PROPERTY OWNER PAYING TWI - a -`il' ,,, >. 1.. - !a:, ENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT#1;ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. -- 7 $25.88 14 ATLANTIC BEACH BUILDING DEPT. Date: 1/88/82 01 Receipt: 8824898 CHECKS 7494 J — 881888832218 • CITY OF ATLANTIC BEACH APPLICATION FOR PLUMING PERMIT JOB LOCATION: 350 �.y1 r hok OWNER OF PROPERTY: j M S u 4 TELEPHONE NO. 7 PLUMBING CONTRACTOR et,rlt FrsitCoaS /Lekb( 3 C, CONTRACTOR' S ADDRESS: 0, 130 . SC yy(� 11 3 d.,44/0 STATE LICENSE NUMBER: C/ evs6eal TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER / WATER S4'V/c� ref 4 64.4/4- RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER 1 TOTAL FIXTURES: x $3. 50 + $15. 00 O O MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: y,D CL.1 A40, INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION ,_ LOCATION INFORMATION Permit Number: 23245 Address: 925 SEMINOLE ROAD Permit Type: DEMOLITION ATLANTIC BEACH, FL 32233 Class of Work: REMOVAL Township: 0 Range: Book: Proposed Use: GARAGE/CARPORT Lot(s):44 Block: 12 Section: Square Feet: Subdivision: ATLANTIC BECH "A" Est. Value: 4,000.00 Parcel Number: - Improv. Cost: 4,000.00 OWNER INFORMATION = Date Issued: 12/31/2001 Name: CORNELIUS, MARGARET J. - Total Fees: 100.00 Address: 71 19TH STREET Amount Paid: 100.00 F ATLANTIC BEACH, FL 32233 Date Paid: . 12/31/2001 = P' ' :)249-9706 Work Desc: DEMOLISH GA s r_ CONTRALTO' -- . . . ; . .'TION FEES — CORNELIUS CONSTRUCT '� C � '° ' = �` "' �:: 100.00 �s:� -- f ,,,� e fi.ns y a �t mss* �� f?, i te ''''I'.- :**74''''':--' '..''''`'':''', .,..-r_ :::7,-,...., : , --,i:,,,,---...g3.$,.,44,-,-,:-.,.... .-.3-;- .,,,,,,,,,x-,.,4_,_ i----..g4,-,*._, -0,1..,-...:..„;,:..,:,,---.,:k- - ...-:.7...-,'.. 1 F GR A _ � S VML....'-wiz- '_ •A :'st-.1.:'-2,..-4-"-'-.':''it ' -'I---i's:--,...74;:„ A:r..1`,..0.4:-* f, ..--,'7.1-.:;': 7 -,,. NOTICE +: � ., ,¢ T T:2 ?". _e;' -PE CTION BUILDING MATERIAL fy S ='.,` ;'�� IMVAUST N. ' ` PUBLIC SPACE, AND MUST BE C,�EARED UP iUt.ED °�' t "' � :. ,. . THE "FAILURE TO COMPLY e � . �t SULT IN TH PROPERTY OWNER PAYING °' ,.r� 3 "- '' S.. — ISSUED ACCORDING TO APPROVED PLANS r '`e i IS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAV1l. `-�- $188.08 14 ATLANTIC BEACH BUILDING DEPT. Date: 12/31/01 01 Receipt: 0023146 CHECKS_ -- - — _- _CHECKS__ 88188883221888 329& CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, MOVING, DEMOLITIONS Owner(s) #AEr S• �ORN,/��-.�U Job Address ct 2 5 m l/'a if AQ Phone Lot# '-H Block or Unit# 12— Subdivision A" ATLAIIJT1 C.. T3ct1 Contractor R. JE L1 1.J.3 State License # G S co u 8867 Address 71 kJ IN tJTN -frT • Phone 24Q •' 70 City )v3 State F( Zip 322.33 Describe work to be done Q4O A .../2•\ Present use of building p Et► Jt i . Valuation of Proposed Lonstruction4 DOO Proposed use Is this an addition? NO If yes, what are the dimensions of the added space: ft. x ft. Will the added area be heated and cooled? /1/41 d New electrical (or increase) -- New plumbing fixtures? "— New fireplace? --- New Heat/AC? SUBMIT THREE (COMMERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNER IS CONT' • TOR. Signature of OWNER al/(//i, ' /✓/i. . . . , / Date: /2 ' i/ • 0) Signature of CONTRACTOR /i/, ,,. �, i / • i.//i, , J Date /2'3/' "1 STATE OF FLORIDA COUNTY Sworn to (or affirmed) and subscribed before me this 3) day of d^ , 200 AS TO OWNER: Notary's,Signature � ia_ � ./U , Y,y GEORGIA A.HORN ersonally known ;,; •a ":*B MY COMMISSION#DD(30526 Produced Identification EXPIRES:June 3,2005 ' ad�� Bonded Thru Notary Public Underwriters /Produced identification produced_ Sworn to (or affirmed) and subscribed before me this day of , 200 AS TO CONTRACTOR: Notary's Signature C Personally known Produced Identification Type of identification produced O-I--I ,z zZT Di rr1 � _ O ,- 0r2 •O Do m o�� oC� 2 z z m °o O°c �0 O m o 2 C -13�z z° --K— * �� C p Z N y Z ° m cn ti cot v�~O ),.-z i ), 13 r1 a 2 z m VI m (FORMERLY o o° 1 o� zm �_ o o o ° Z z p-< m 0 F) ) r1 -+ p �m0r = Zp Z Z � m o N - - -4 000 T Z(n ° CC -0X r^ r C _( o Z /lJ -a Z m- D 2 ca ?1 cn r� m N C Zr Zcn o o Fi A r*1 �7 O O Z v Z r 1 c) 1. N° ∎ 'O ••'CONCRETE DRIVE' '. (n O N W o 0O Oy -0 Z O E 0•. ., ;: :• u •8•(n to c.0 CO - O Z CO CO o , co°Q1 - 0 Z O Z cn cn -Z mn O Z " 22.8' 3 . 70 2 0 OO Z o O C v° i.+ In z 23.1' _ Ni i ,'773 0 __• =1 0 �` m - Z �33 . . 9' rn _ - � n N on A ? 3 = r"+' 23.1' rn Z--4 m � 3 `C G� � 0 m O o p0 3- n0O .ZJ Z7 o0 PD- = m =� D v a n 4.,-- D �J G� 0 —I m0 O �� • ?1 gS � IZm m /mV CR. X 0A + , ar0 .� fn ?1 —1 mm 0 0 = U) m oGo a, 0 a � 0 � � � O D D 0 O Zm ` E. C m m n 0 D —1 �� o c°o Z O Z L.En o 0 . 3 v1 K r m Z ry a °� '� n C C C r o Z-1 m o �, � � ztn o c0000 m Z O Z O Z ° m°° O S T n -.v c n •+ 0 cr fTl Cn Z CO 0 C z P -c..) Z � o Cn �— CD co z Z rn 11 z b n ~ m Vv VV r r O H 03 O - OT arc n W c.i r O =MINGLE ROAD OLD SHERRY DRIVE BY PLAT) D 10' RIGHT-OF-WAY O 1-1-1 N co -0 DT V PLANTER O 20.9' o 0 44.2' Z- Z _I 7.3' p C r- = Q T n C Z -i K 1 STORY FRAME & A O z 0 MASONRY RESIDENCE #925 n ti U n ` 51.7' Z° M C-) ...., . -. 130.00' m ---1 m1 .. ® c O O ATTACHED r C GARAGE x o Z r^- 20.4' 2.--X r X X X X X x n D_ M I— ° (-71 o 0 D � 0o oz o R o C 7 03 F coPI 0 D = -< 130.00' z,, r o � O 00 eo 0 c • ?"�' ZC7 0 o 0 I— =' - Zp —i �7 p I- Fri N 0 27 — 0 Z > -0 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS DATE ` q o 0 PERMIT NO. +L ISSUED BY THE CITY JOB ADDRESS a , IIIrU�' VALUATION $ PERMITTEE 1"<�� St(' PERMI I LE ADDRESS ��� TELEPHONE NO. p�L{ ] - I I _%Q YY Y1 \( U , REQUESTING PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT (rI( Jic LOCATIONS: (REFERENCE TO CROSS-STREET) ok'61,—y X'QLLI �\/Yt)w)e I . APPLICANT DECLARES THAT PRIOR TO FILING THIS APPLICATION HE HAS ASCERTAINED THE. LOCATION OF ALL EXISTING u711_1TIES, 50TH AERIAL AND U"'DEPGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A LETTER OF NOTIFICATION WAS MAILED TO THE FOLLOWING UTILITIES/MUNICIPAUTIES: l JACKSONVILLE ELECTRIC AUTHORITY YES (\ ) No ( ) DATE: BELL SOUTH TELEPHONE COMPANY YES (\) No ( ) DATE: FCRRCLi G*s dO ( ' DATE: MEDIA ON-E F 4BLC TV --. Ycs f ) No ( ), DATE: 2. WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION OF ALL, OR ANY PORTION OF SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PUBUC WORKS, ANY OR ALL OF SAID POLES, WIRES, PIPES, CABLES OR OTHER FACILITIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNI FSS REIMBURSEMENT IS AUTHORIZED. 3. ALL WORK SHALL MEET CITY OF ATLANTIC BEACH OR FLORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF' (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT TELEPHONE NO. 4. ALL MATERIALS AND EQUIPMENT SHALL BE SUBJECT TO INSPECTION BY THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE. 5. ALL CITY PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION AS FAR AS PRACTICAL, IN KEEPING WITH CITY SPECIFICATIONS AND THE MANNER SATISFACTORY TO THE CITY. 6. A SKETCH OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD FAITH WITHIN DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHIN ` DAYS. IF THE BEGINNING DATE IS MORE THAN 60 DAYS FROM DATE OF PERMIT APPROVAL, THEN PERMITTEE MUST REVIEW THE PERMIT WITH THE DIRECTOR OF PUBUC WORKS TO MAKE SURE NO CHANGES HAVE OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION. a. IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF' THE CITY'S RIGHT, TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED BY THE HOLDER, AND THE HOLDER WILL, AT ALL TIMES, ASSUME ALL RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM AND AGAINST ANY AND ALL LOSS, DAMAGE, AND COST OF EXPENSES ARISING IN ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES. 9. THE DIRECTOR OF PUBLIC WORKS SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS PRIOR TO STARTING WORK AND AGAIN IMMEDIATELY UPON COMPLETION. ��� SUBMITTED 1 e>�1�C�.X�, -o " ' . - ..et-e-4,--(PLACE CORPORATE SEAL IF APPUCABLE) et) SWORN TO AND SUBSCRIBED BEFORE ME THIS 1 DAY OF • " , p .SIC o --- N ARW. k " S P' PU Catherine Rose Chitty No- B public,State of Flori; to Notary No.CC 630712001 7-80()DF-31141°-My Commssion Exp.TA .Y Fla.NOL'+tY,;;;;8413ondm8�•C< ....:r.,��iNi11lC.CCiCIC% !! CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX 247-5877 Permit Number. 20024 Address: 350 SEMINOLE ROAD Permit Type: DRIVEWAY ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: UTILITY Lot(s): Block: Section: Square Feet: Subdivision: SALTAIR Est. Value: Parcel Number: Improv. Cost: r� . w Date Issued: 5/09/2000 Name: STRATE KIM Total Fees: 25.00 Address: 350 SEMINOLE ROAD Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/09/2000 Phone: (000)000-0000 Work Desc: CONCRETE DRIVEWAY APRON PROPERTY OWNER PERMIT 25.00 PUBLIC Ws!' 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 T WICE 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. $25.00 14 Ce Hate: 5/09/00 01 Receipt: 0055643 ATLANTIC BEAC BUILD! EPT. 081 I 00003221000 • PERMIT WORKSHEET Certificate of Occupancy) I Job Address: 3cb jO����Q16 Type Work: �C�Phone # 4/g_ - q .o27 S' Property Owner: R rri n / tS 9 y Phone # ZS 98 Contractor: lotiO 6 emsrru d�io,V CElI �pZ(o p.5709 Permit#: 08 _ / hi Date Issued: / Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC i ( 9'008 MECHANICAL # PLUMBING # -'M 4/ Temp.Power# el- 600 Footing JEA Release Date f- Temp. Power P�k� `��U Underslab Slab Letter Recd. (, L f /�V Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Water/ Nailing/ Sewer Sheathing Rough/ Framing Rough Rough Top out Insulation JEA Release Date Mechanical Plumbing Building Electric Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Final Inspections: Steel Final Elec./Grounding Roofing Permit# I Final Inspect: Nailing/Sheathing Fire Inspection: Date Paid: Failed Inspections: MAP SHOWING BOUNDARY SURVEY OF LOT 265 ACCORDING TO THE PLAT OF 5 :\LTA I SECT" N 2 AS RECORDED IN PLAT BOOK 10 , PAGE(S) 15 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: PAUL MATTINGLY, LYNN MATTINGLY AND B B & T. LOT 254 I LOT 253 I LOT 252 . 50.00' (R) 49.75' (M) 1/2" I 1 1/2" (98.8 0.8' BTN. 0 7 N. 0.15' 1/2° - ' ❑ ❑ • • rte,• •- o _o _ ts' "-O.3 (98.7) 0.t• ' (9a9)� 3/4 O �1.5' 90.00 30� 1/2" 50.2S OA) 90. iiiiiii.. 1.2' 0.08' N --77 -T 0)•?2• iiiii■ PLASTI . • 0.12' E 1-3- I LOT 265 AS CONTROL' mom,+ i L BOX iiiii • j%I.0114410 1, 1111 • 1111111111/ mil NMI war /ii • �ii�iMI i• (98.9 99.1)� �i • 10.2_0' 0.2' 14.7' 35.0' ■• am 0.8' IN ■1 I i• i!la IN i III - •I C On UI III IIIII 14 I cfl � • • �� C ABC 1-1/2 STORY N PADS FRAME do STONE v, �, N RESIDENCE n , .1r o C It r NO. 350 NI ■I ■1' 1 . (FF= 100.00) al i! °o 1- W p O O (ASSUMED) : UI al O O ow � ti ( a la �1! I l: . • we O I ( _25.1' 10.2' IN, oo COVD CONC. 1 it IR 4.9' 9.9' III II 0 99.0 ",0) o 2.2'X 2.2' III gi CLEAN STONE i- O (96.8)( f 98.7) OUT COLUMNS (98,9)fl yAPPROX (98.0) k . _ (9e.o ad-TOE OF SLOPE N� o. TION (3 °o wl (99.5)1 \ 67 o' ITUNO 7 (98.7> $. ■I 6,r)7 W 1/2" '98.7).(97.9)N. (97.81) / 7f.. 1.6' 1 41!.... .)..._(C 98.6) TOE SLOPE IN 98.0) _ _ 5/8" 250.00' (R) 249.99' (M) ;,� - " (97.9) 97.3 ) am-- APPROX 8.61 1/2" REBAR ,o 1(97.4 TOP OF BERM - iii !^ (97.79)• 5' �C(s7.WALK. . -" V I • B a 49.98' (M) of ELEVATIONS SHOWN HEREON ARE 50.00' (R) I I BASED ON AN ASSUMED DATUM BRICK AVERS I 1 I I -0-= VINYL FENCE SEM/HOLE ROAD (POSTED) EDGE OF SEM/NOLE BEACH ROAD (PLAT) PAVEMENT X-REF. JOB NO.: 41455A; 55923 (70' RIGHT-OF-WAY) FLOOD ZONE"X" = AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN /FLOOD ZONE "X(SHADED)' - AREAS OF 0.25 ANNUAL CHANCE FLOOD. AREAS OF 1%ANNUAL CHANCE%MTH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN t SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. V E Y 0 GENERAL. NOTES: R r 1. ANGLES ARE SHOWN ON THIS SURVEY. � S 2.STRUCTURE NO. 350 SHOW HEREON LIES WITHIN FLOOD ZONE X AS BEST DETERMINED FROM f.E_M.A. FLOOD MAPS PAN€L N0. 1 DATED 04-17-t989. o A SSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, 2 LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. j 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT �- 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE, J COVENANTS, B.R.L'S RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. O P., CERTIFICAIE OF AUTHORIZATION NO. LB 0005488 S +^ THERE COULD BE OTHER MATTERS OF RECORD THAT AFrtCT THIS PARCEL.S 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGEND/ABEREVIATIONS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 0 SET IRON PIPE OR REBAR P.C. = POINT OF CURVE CH = CHORD STANDA'. FOR LAN URVEYING PU' UANT TO CHAPTER "ASSOC.SURVEY OR L.B.5488 P.T. = POINT OF TANGENCY (R) = RECORD 61 G 17/, FLORIDA A NIST ATIV COD 3, CHAP 1 R 472, F.S. • FOUND IRON PIN OR PIPE (IP) -O.U.-=OVER HEAD UTWTIES (M) MEASURED ■ FOUND CONCRETE MONUMENT (C.M.) ARE HYDRANT (C) = COMPUTED DATA X= CROSS CUT OR DRILL HOLE C C = CONCRETE R. =RADIUS BY: / . i ' / O.R.B.=OFFICIAL RECORD BOOK A\C = AIR CONDITIONER L. = ARC LENGTH CH•RL S B. HATC E. FLORIDA C ' IFICATE NO. 3771 O.R.V.=OFFICIAL RECORD VOLUME MC `W�EQUIPMENT = PHONE RISER CH•RLES L. STARU . FLORIDA C RTIFICATE NO. 4579 P.R.M.=PERMANENT REFERENCE O MONUMENT LL X-X C LINK FENCE R/W= RIGHT a<WAY B.R.L = BUILDING RESTRICTION LINE X-X CHAIN AI FENCE B.T.= BUILDING TIE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 E.T. = ELECTRIC TRANSFORMER & PAD �II � FENCE •8.= uBUUTY POLE J.E.A.= JACKSONVILLE ELECTRIC AUTHORITY I I IRON FENCE �= GUY ANCHOR JOB NO. 56 4.O 4- I DATE OS-2C2-2009 C & R = COVENANTS & RESTRICTIONS '` P.C.C. = POINT OF COMPOUND CURVE KN. = BETWEEN COVD COVERED SCALE: 1" =-2-0' DRAFTER 5.2.31 P.R.C. s POINT OF REVERSE CURVE (E.T.) = EAVE TIE E.B.-ELECTRIC BOX NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER The Ford Company Const., Inc. // QUALITY CONSTRUCTION&REMODELING ST. CERTIFIED BUILDER CBC037969&BONDED MEMBER OF BBB OF JACKSONVILLE MEMBER OF PONTE VEDRA CHAMBER OF COMMERCE WWW.fordbuilders.net MEMBER OF N.E. FLORIDA BUILDERS ASSOCIATION Ricky L. Carper,P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Ln. Atlantic Beach,FL 32233 May 5,2009 RE: 350 Seminole Rd Please find the revised civil site plan based on a new design using swales that accommodates the requirements that you specified to the engineer,the swales have been completed and ready for site inspection. Please let me know the earliest inspection date you have available, I S is Robert Ford Pres/CEO The Ford Company Const., Inc. 366 Osceola Av.(In the Osceola Professional Center)Jacksonville Beach,FL 32250 PO Box 2323 .Ponte Vedra Bch.,Florida 32004 Voice(904)246-7942 Fax(904)246-7920.E-mail: thefordcompanyinc @yahoo.com Cell(904)626-2898 *Nextel 160*55499*1 s I Z A�' o `JV Q N 0 4, W L il Date Revlslon rI y3 O _. 3 , I- ) ' DRAINAGE CALCULATIONS JOB NO. AE09 03 DESIGN, EJA $. REQUIRED STORAGE VOLUME DRAWN, ECA CRITERIA: CHECKED EJA -yl SECTION 24-66 OF THE CITY OF ATLANTIC BEACH'S ZONING,SUBDIVISION,AND LAND DEVELOPMENT REGULATIONS REROUIRES THAT THE DIFFERENCE BETWEEN DATE. JAN, 2009 THE PRE-AND POST DEVELOPMENT VOLUME OF STORMWATER RUNOFF BE STORED tJ ON SITE.VOLUME OF RUNOFF IS DEFINED AS FOLLOWS. / V= R/12 WHERECA: V.VOLUME ' CONTRACTOR TO PROVIDE / C=COEFFICIENT OF RUNOFF SILT FENCE FOR EROSION A=AREA OF LOT IN SQUARE FEET W �\ PROTECTION R=25YR/24HR RAINFALL DEPTH(9.31N.FOR ATLANTIC BEACH) / PRE-DEVELOPMENT RUNOFF VOLUME Q Z LOT ARE((A)=5,000 SO FT / RUNOFF COEFFICIENT 0 z pESCRIPTION (SO FT) (SOFT) 'C' WTD•C• �' (� IMPERVIOUS 1,777 5,000 1.00 0.36 EL Q PERVIOUS 3.223 5.000 0.20 e. 0/3 * Z'9 , RUNOFF COEFFICIENT(C)=0.48 RUNOFF VOLUME a V= 0.48 X 5,000 X 9.3/12 U V= 1,877 CU FT. U Y . POST-DEVELOPED RUNOFF VOLUME: z LOT AREA(A)=5,000 SF 0 a o O RUNOFF COEFFICIENT X 0 } m Z °' V /�V DESCRIPTION AREA(SOFT) LOT AREA(SOFT) 'C' WTD'C" w Q r,,\ IMPERVIOUS 2,453 5,000 1.00 0.49 --) O (L J/ y° '� C) / PERVIOUS 2,547 5,000 0.20 0.10 �� • no \ RUNOFF COEFFICIENT(C)=0.59 C 111 `. p � .l \P' 1.11 W W C'3 ///���v RUNOFF VOLUME CO a �� 0 V=0.59X5,00009.3/12 0 (= C\� �O, ;� V=2,296 CU FT. p 0 O �\ REQUIRED STORAGE VOLUME �j Q M W VO C.) V=POST-DEVELOPMENT RUNOFF VOLUME-PRE-DEVELOPMENT RUNOFF VOLUM. = 6 V=2,296 - 1,877 H ,�'9 �/ V= 419 CV FT.REQUIRED (^(0((''� SWALE Q / ®,) \ v�/\O TOP AREA=687 SF P �\ BOTTOM AREA=302 SF w �\ DEPTH.1.0' - 7^o V / V=TOP r BPTTOM/2•DEPTH / (' 0 n\ V=687 r302/2.1 Z w N ° / \`v(. �` V=494.5 CU FT. w 0 J N m Off/ w , TOTAL VOLUME PROVIDED W Y U_ .0 to / O \0 TV=SWALE VOLUME Z U 11 O .p TV=494.5 Cu FT. PROVIDED C.� E. .0 0 / ��� Z Z Z M w ry o Zo Q � rn� ( O ° F n O Q . EXISTING SPOT ELEVATION • ii.7 PROPOSED SPOT ELEVATION EXSSTING CONTOURS _7- PROPOSED CONTOURS ,. DRAINAGE BOUNDARY •• N DRAINAGE FLOW ARROW �... PROPOSED WETLAND IMPACTS F,A VEGETATED BUFFER - ' -j WETLANDS J 3 w 0 eN= Z o 0 N Q 1 N N 1T E J W IL Date Revision . DRAINAGE CALCULATIONS JOB Na. AE09 03 DESIGN, EJA REQUIRED STORAGE VOLUME DRAWN, ECA CRITERIA: SECTION 24-66 OF THE CITY OF ATLANTIC BEACH'S ZONING,SUBDIVISION,AND CHECKED, EJA / LAND DEVELOPMENT REGULATIONS REROUIRES THAT THE DIFFERENCE BETWEEN DATE, JAN. 2009 THE PRE-AND POST DEVELOPMENT VOLUME OF STORMWATER RUNOFF BE STORED ) ON SITE.VOLUME OF RUNOFF IS DEFINED AS FOLLOWS. / V=CAR/12 WHERE: V=VOLUME CONTRACTOR TO PROVIDE C=COEFFICIENT OF RUNOFF SILT FENCE FOR EROSION / A=AREA OF LOT IN SQUARE FEET 0 LV PROTECTION R=25YR/24HR RAINFALL DEPTH(9.3IN.FOR ATLANTIC BEACH) 1.11 / (/) Q Z PRE-DEVELOPMENT RUNOFF VOLUME / LOT ARE((A)=5.000 SO FT -- 0 z < RUNOFF COEFFICIENT \` pESCRIPTION (SQ FT) (SOFT) 'C' WTD'C• Ct C a' \\ � IMPERVIOUS 1.777 5,000 1.00 0.36 0_ 0 PERVIOUS 3.223 5.000 0,20 0.13 * ,�' e. V RUNOFF COEFFICIENT(C)=0.48 RUNOFF VOLUME S V= 0.48 X 5,000 X 9.3/12 U O V c 1,877 CU FT. POST-DEVELOPED RUNOFF VOLUME: z — LOT AREA(A)=5,000 SF o `//O RUNOFF COEFFICIENT z oaQ 3,- /V DESCRIPTION AREA(SOFT) LOT AREA(SOFT) "C' WTD'C" LLB O Q ^� CO IMPERVIOUS 2,453 5,000 0.0 0.10 J eL '�♦N OJ PERVIOUS 2.547 5.000 0.20 0.10 Z O 1- O \PS () O ,Q \7 RUNOFF COEFFICIENT(C)=0.59 Z Et U �� \\ /�V�` RUNOFF VOLUME=0.59 X 5,000 X 9.3/12 U) 0 Q' �� ^ • \\( V=2,296 CU FT. 0 a 0 v• �� YJ O O \�j, REQUIRED STORAGE VOLUME w PO V=POST-DEVELOPMENT RUNOFF VOLUME-PRE-DEVELOPMENT RUNOFF VOLUME _ 'CT V=2,296 - 1,877 '9 h '6''(-. (� V= 419 CU FT.REQUIRED 1 V TOP AREA=687 SF BOTTOM AREA=302 SF W /�\ CO�� DEPTH=I.0' = N- / V=TOP 4 BPTTOM/2•DEPTH•// �� (L V=697 5 CU 302 FT. •I Z j N i LL G' Y=494.5 CU FT. M O \\V� W L7 J N - / Ov O TOTAL VOLUME PROVIDED W ¶ <L o N TV=SWALE I VOLUME Z u ui �' \ TV=494.5 CU FT. PROVIDED () Co _ o 0 �o �_N\� ZZ > � '`\\\\ G� W Z V. \` r^V W Y O co to `" J O Q O D. LEGEND EXISTING SPOT ELEVATION 11.7 PROPOSED SPOT ELEVATION EXSITING CONTOURS PROPOSED CONTOURS DRAINAGE BOUNDARY �/,-- DRAINAGE FLOW ARROW ...-. PROPOSED WETLAND IMPACTS • • ii VEGETATED BUFFER • WETLANDS 3 ''.\/ ..--7‘... CV I, / 0 "' \ � \ o \ O � , ',' �9Z �\ `n g o\ `�iyJ �� �� o O n O O Op o..1 O / \ p o \ ---.... r\.4/"):- ° FFE = 100.00' / \� _ (SEE NOTE I) / / \ x 0 /•-...J \ O /11/) p o/ 99Z� �OeI o 0 0.7 SWALE#1 TOP AREA=687 SF BOTTOM AREA=302 SF DEPTH=1.0' \ / • �� b�� / CV �/-- 7/�'/'%�� / NOTE. �Lc/� . / I) FINISHED FLOOR ELEVATION IS SHOWN AS AN ARBITRARY NUMBER TO V DEMONSTRATE THE RELATIVE ELEVATIONS BETWEEN THE EXISTING SITE AND / SWALES. /I 0s cYLP bps G-t, ilk"....... IF YOU DIG IN FLORIDA... • CALL US FIRST! 1-800-432-4770 SUNSHINE STATE ONE-CALL OF FLORIDA, INC. ITS NE LAW cV N , v -7L- 0 / v Q" h o \ �? �. \ ,' o �e o o 39 10\ o o 619'000 ,,„,,N) . ° o \mo no 0oo� e / • :' ,, • .• --...-----------:. \ \ •\ • 4. / FFE = 100.00' (SEE NOTE I) / 11, 9 / \ a / 0 / ■ 619 r I O b oz 9gc 0 001 p o -1 Q> SWALE#1 TOP AREA=687 SF BOTTOM AREA=302 SF DEPTH=1.0' \ / , �/7 b1 / �/� ��� \ / NOTE: I) FINISHED FLOOR ELEVATION IS SHOWN AS AN ARBITRARY NUMBER TO DEMONSTRATE THE RELATIVE ELEVATIONS BETWEEN THE EXISTING SITE AND _ / f O^. \ / SWALES. />_ J st- 1 1� IF YOU DIG IN FLORIDA... t+, CALL US FIRST! 1J 1-800-432-4770 SUNSHINE STATE ONE-CALL OF FLORIDA, INC. IT'S THE LAW J MAP SHOWING BOUNDARY SURVEY OF LOT 265 ACCORDING TO THE PLAT OF SALT All ;. 1 SECTION 2 AS RECORDED IN PLAT BOOK 10 , PAGE(S) 15 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: PAUL MATTINGLY, LYNN MATTINGLY AND B B & T. LOT 254 I LOT 253 LOT 252 50.00' (R) 49.75' (M) 1/2` I il 1/2" 2.3' 1/2 N. 0.15' 1/2" • • I. 4i1--- 3/4, 0.3' 0.7' O 0. 3' 50'(R) 0.08' N y< 0• 50.23' (M) 0.12' E °-'.JCe }►,I ?, ,, LOT 265 a 5.0' - 101 v . .°'- -,,,k-,,,k : • .. s► p ♦D i ♦ 1 D . . ✓• I D v � LO a lic Q Q y FOUNDA710N .. ' o.♦ O W 0 O o� J x D• 1 D ► • ► A G 0 ! ,,,(((/// K1 i a ai . :- ' .- -. :...2*..-1::. ....N_ D • �// �� $-5'- ►- • • - . : °• C I 5.1' - r 8 off Poole! k o i 5 '' do"-5/op ' o3n` t_oI., - y• O W _ �t •9 Q„ � ~ - - 250.00' (R), 24 (M) 1/2" ® t3 49.98` (M) -:::1; 1/2` 5/8" 50.00' R REBAR - ►. • 5' CONC. WALK. • 'a 9 a CONC. d ° REVISED: 01-26-2009 JOB NO.: 55923 TO SHOW FOUNDATION S MINOLE ROAD (POSTED) EDGE OF REVISED: 01-07-2008 J08 NO.: 55923 SEM/NOLE BEACH ROAD (PLAT) PAVEMENT TO SHOW PROPOSED DWEWNG (70' RIGHT-OF-WAY) FLOOD ZONE'X' - AREAS DEOEW INED TO BE ouTSloe THE 0.2%ANNUAL CHANCE FLOOD PLAN /FLOOD ZONE"x(SHADED)..- AREAS OF au ANNUAL CHANCE FLOOD; AREAS OF a ANNUAL CHANCE MATH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR MATH DRAINAGE AREAS LESS THAN I SQUARE NNE; AND AREAS PROTECTED BY LEVEES FROM IX ANNUAL CHANCE FLOOD. a E Y p i AAI/Y CC ADC cunuwl !MI Tulc GENERAL NOTES: I WAC Pwu.er6\2099\99-03 Fen Se .2 R9229,S+en...ew.1i12n009 9:24:3 An.e..w.e.I:2 Arng It it C oT ?54 / A'8 / i :5- / COT 1Ii o\o / <S•Oa. 3 �ieC• •{I!C 4"'"V.';• 'O'•{Ih , // (Q •GIRa �:.;.`K...?'. . DLO. T 1� . 1 . Y o'S' \ ai / r4. .....c."7.3:64,),�QC / � '� ! \ TR to � � 4I - �..... -. ..)1 i/ • I.. %4!? ? ..:• V I ��, % � , ' /y • o O J 304`y 0. 'Sr /R J 1 iz • s / III 4r N �Fs. � .51,1-?9,.O (4� e. „ ■ C.yr , <9 rocs„ o;*'Q� (q,2. of • l' ii 19; £ iM '1. 3$1 1111 1""i A MI a q n '1151. P 7 q 9 1 i ~ ... S 9 a P g = gEd.4 R8 (7 N 3 3 i scsc cc i i . V ]. e"Y�. 1 S :8 Z III 3 .4 as . A5 w 4 9gg b 011r $ ALMOND 9 ENDRICKS AVENUE P.A. 350 SE FOR RD. PROPOSED V; t 1609 ENGINEEAVENUE FOR DRAINAGE 04 J20000nvu.E.Fl.32207 ROBERT FORD PLAN (904)306-0162 r0 0 HE FORD COMPANY,INC. eme'.unan0,e e (904)306-2115 0.0 ■ 1 FU e9241 • True House Apex Technology ,. SITE INFORMATION Apex Technology is a fictitous name owned by lax Apex Technology Inc.,a Florida Corporation.Florida Engineer Business 350 Seminole Rd,Atlantic Beach No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,Fl.32224904-821-5200 STRUCTURAL ENGINEER OF RECORD The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the .b Truss Design Drawings listed above and attached. The suitability and use of each drawing for any KENNETH S.RISLEY particular building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2 PE NO 32668 With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 6IG15-31.003 of the Florida Board of Professional Engineers WIND LOADING(Cd=1.6) ROOF LOADING(Cd=1.25) FLOOR LOADING(Cd=1.0) MWFRS/C-C Hybrid Wind ASCE 7-02 TCLL 20.000 TCLL 55.000 120 MPH(3 second gust) TCDL 15.000 TCDL 10.000 10.000 BCLL 0.000 BCLL 10.0 Exposure B Enclosed Structure:(0.18) BCDL 5.000 BCDL 5.000 Occupancy Category II Mean Roof Height=30.000 FBC2004/TPI2002 Design Program:Mitek 20/20 v 7.0 This package includes 23 truss design drawings with individual date of design NO JOB ID TRUSS ID DATE 1 Mattingly F01 12/11/... 2 Mattingly F02 12/11/... 3 Mattingly F03 12/11/... 4 Mattingly F04 12/11/... 5 Mattingly F05 12/11/... 6 Mattingly FG1 12/11/... 7 Mattingly FG2 12/11/... 8 Mattingly FGE1 12/11/... 9 Mattingly GE01 12/11/... 10 Mattingly GE02 12/11/... 11 Mattingly GE03 12/11/... 12 Mattingly GE04 12/11/... 13 Mattingly TO1 12/11/... 14 Mattingly T02 12/11/... 15 Mattingly T03 12/11/... 16 Mattingly T04 12/11/... 17 Mattingly T05 12/11/... 18 Mattingly T06 12/11/... 19 Mattingly TO6A 12/11/... 20 Mattingly T07 12/11/... 21 Mattingly T08 12/11/... 22 Mattingly T09 12/11/... 23 Mattingly VO1 12/11/... Jeff P Ameson P' o 58544 12/11/2008 Mattingly TRUSS ID SPAN O.C. REACTION AND UPLIFT SUMMARY BRG 1 BRG 3 T01 9-8-0 24" 375 375 -86 -86 BRG 6 BRG 5 T02 9-7-8 24" 502 363 -217 -128 BRG 6 BRG 5 T03 9-7-8 24" 502 363 -227 -145 BRG 2 BRG 5 T04 7-0-8 24" 407 254 -218 -234 BRG 7 BRG 2 T05 13-11-0 24" 1232 994 -133 -60 BRG 1 BRG 6 T06 18-0-0 24" 714 714 -135 -229 BRG 1 BRG 7 T06A 18-0-0 24" 714 714 -135 -229 BRG 23 BRG 13 T07 34-8-0 24" 6149 6538 -2653 -2826 BRG 22 BRG 12 T08 34-8-0 24" 4924 4822 -2402 -2345 BRG 5 BRG 1 T09 6-7-6 24" 530 539 -280 -25 1 BRG 17 V01 33-5-7 24" 302 -119 The reactions and uplifts shown on this sheet are for reference only. Refer to shop drawings for additional information 4 • i El z1�o 8m 52. z HIP GIRDER � 5 REFER TO PLACEMENT 4! PLAN FOR NO OF PLIES 8t \ ro ti g h2 o JACK tg OP �K 1 a JACK cn in s JACK 4 n n n n n X x x x x nv / z \ � 25 a i8 zc. 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Job Truss Truss Type City Ply Mattingly Residence MATTINGLY F03 FLOOR 7 1 Job Reference(optional) 7.000 e May 29 2007 MiTek Industries,Inc.Thu Dec 11 03:35:34 2008 Page 1 0-1-8 HI 130 { I 1-8-4 I �8 n.o 44= 415= 14 II 14e II 44= 44= 44e 3 � 6 6 6 I Ite= 2 11II I\� \,/ \ \ / ��!�� ►_. ►' 17 1414- 11 ie a 15 ,. em= 9-1-2 9-1-2 1-6-0 I 4- 0-0 10-11-4 I 13-5-4 I 14-11-4 I I 2-6-0 1-6-0 1-6-0 2-6-0 6-11-4 Plate Offsets(X,Y):[1:Edge,0-1-8],[8:0-1.8,Edge],[9:Edge,0-1-8],[12:0-1-8,Edge],[13:0-1.8,Edge],[16:Edge,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 55.0 Plates Increase 1.00 TC 0.57 Vert(LL) -0.27 12-13 >656 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.38 12-13 >466 240 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.07 9 n/a n/a Weight 721b BCDL 5.0 Code FBC2004/TP12002 (Matrix) LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end BOT CHORD 4 X 2 SYP No.2 verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) 16=1020/0-3-0,9=1020/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 16-17=-1014/0,1-17=-1012/0,9-18=-1014/0,8-18=-1012/0,1-2=-1390/0,2-3=-3295/0,3-4=4252/0,4-5=-4252/0,5.6=-4252/0,8-7=-3295/0,7-6=-1390/0 BOT CHORD 15-16=0/72,14-154/2617,13-144/3936,12-13=0/4252,11-124/3936,10-11=0/2617,9-10=0/72 WEBS 8-10=0/1583,1-15-0/1583,7-10=-1498/0,2-15=-1498/0,7-11=0/828,2-14=0/828,6-11=-782/0,3-14=-782/0,6-12=-831764,3-13=-83/764,4-13=-312/0,5-12=-312/0 NOTES (4-5) 1)Unbalanced floor live loads have been considered for this design. 2)Attach ribbon block to truss with 3-10d nails applied to flat face. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 4)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 5)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard I Job Truss Truss Type Oty Ply Mattingly Residence MATTINGLY F05 FLOOR 11 1 Job Reference(optional) 7.000 s May 29 2007 MiTek Industries,Inc.Thu Dec 11 03:35:44 2008 Page 1 0-1-8 01-8 H I 1-3-0 I I 1-9- 4 I Scale 41.33.7 465= 364= 364= 141 II 241 II 3M= 369 FP=3M= 445= 3r5= = 2 3 / 5 8 7 a 9 10 11 NM MI MMEn �4 4 p u 18 17 18 15 11 t3 P. !a5= 1 A= ItS= 3>t10 MTZOM FP= IM= 3M= M= 45= b®= d5= 2144 SP= 341= 9-1-2 • 9-1-2 � 1-6-0 � 4-0-0 I 6-6-0 I 11-0-4 13-6-4 I 16-0-4 18-6-4 I 20-04 � 1-6-0 2-6-0 2-6-0 4-6-4 2-6-0 2-6-0 2-6-0 1-6-0 Plate Offsets(X,Y):[1:Edge,0-1-81,[5:0-1-8,Edgel,[6:0-1-8,0.0-0),[11:0-1-8,Edge),[12:Edge,0-1-8),[16:0-1-8,Edge),[17:0-1-8,Edgel,[22:Edge,0-1-81 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) I/dell Lid PLATES GRIP TCLL 55.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.52 16-17 >453 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.60 Vert(TL) -0.74 16-17 >321 240 MT2OH 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.09 12 n/a n/a Weight 961b BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, except end BOT CHORD 4 X 2 SYP M 31 verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 22=917/0-3-0,12=917/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 22-23=-913/0,1-23=-911/0,12-24=-913/0,11-24=-911/0,1-2=-1294/0,2-3=-3246/0,3-4=-4494/0,4-5=-5150/0,5-6=-5150/0,6-7=-5150/0,7-8=-4494/0,8-9=-4494/0,9-10=-3246/0, 10-11=-1294/0 BOT CHORD 21-22=0/65,20-21=0/2446,19-20=0/4024,18-19=0/4024,17-18=0/4940,16-17=0/5150,15-16=0/4940,14-15=0/4024,13-14=0/2446,12-13=0/65 WEBS 11-134/1477,1-21=0/1477,10-13=-1406/0,2-21=-1406/0,10-144/977,2-20=0/977,9-14=-949/0,3-20=-949/0,9-15=0/574,3-18=0/574,7-15=-545/0,4-18=-545/0,7-16=-193/653 ,4-17=-193/653,6-16=-252/24,5-17=-252/24 NOTES (5-6) 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Attach ribbon block to truss with 3-10d nails applied to flat face. 4)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including SCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard • Job Truss Truss Type Qty Ply Mattingly Residence MATTINGLY FG1 SPECIAL 1 2 Job Reference(optional) 7.000 s May 29 2007 MiTek Industries,Inc. Thu Dec 11 03:35:56 2008 Page 2 10)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224 -904.821.5200 11)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-11=-70,12-23=-10 Concentrated Loads(lb) Vert:6=-517(B)7=-517(B)17=-2254(F)8=-517(B)16=-2254(F)9=-517(B)14=-2254(F)13=-2254(F)10=-517(B)15=-2254(F)18=-2254(F)24=-517(B)25=-517(B)26=-517(B)27=-517(B) 28=-517(B)29=-517(B)30=-517(B)31=-517(B)32=-517(B)33=-517(B)34=-517(B)35=-517(B)36=-2254(F)37=-2254(F)38=-2254(F)39=-2254(F)40=-2254(F)41=-2254(F)42=-2254(F) 43=-2254(F)44=-2254(F)45=-2254(F)46=-2254(F) Job Truss Truss Type City Ply Mattingly Residence MATTINGLY FGE1 FLOOR 1 1 Job Reference(optional) 7.000 e May 29 2007 MiTek Industries,Inc. Thu Dec 11 03:35:59 2008 Page 1 Ou8 0}18 Scale=1:199 1x3 II 114 I I 3 193 I I 3193 I I 4 193 I I 5101 I I 6 193 I I 714 11 814 11 91X1 11 10 I,-,-,-,-1��-11--11-11-111 NM_I_:- ..._.111=SMII .._._.._..- 393- 193 II 14 11 183 II 14 II 193 II 193 II 193 II 14 II 393 9-1-2 I 11-9-12 11-9-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 55.0 Plates Increase 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 11 n/a n/a Weight 48 lb BCDL 5.0 Code FBC2004/TP12002 (Matrix) LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end WEBS 4 X 2 SYP No.3 verticals. CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WE OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) 20=69/11-9-12,11=58/11-9-12,19=185/11-9-12,18=187/11-9-12,17=186/11-9-12,16=187/11-9-12,15=187/11-9-12,14=185/11-9-12,13=191/11-9-12,12=167/11-9-12 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 20-21=-65/0,1-21=-64/0,11-22=-52/0,10-22=-51/0,1-2=-12/0,2-3=-12/0,3-4=-12/0,4-5=-12/0,5-6=-12/0,6-7=-12/0,7-8=-12/0,8-9=-12/0,9-10=-12/0 BOT CHORD 19-20=0/12,18-19=0/12,17-18=0/12,16-17=0/12,15-16=0/12,14-15=0/12,13-14=0/12,12-13=0/12,11-12=0/12 WEBS 2-19=-171/0,3-18=-174/0,4-17=-173/0,5-16=-173/0,6-15=-174/0,7-14=-172/0,8-13=-177/0,9-12=-157/0 NOTES (6-7) 1)Attach ribbon block to truss with 3-10d nails applied to flat face. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard i • Job Truss Truss Type Qty Ply Mattingly Residence MATTINGLY GE02 GABLE 1 1 Job Reference(optional) 9-1-2 7.000 s May 29 2007 MiTek Incta(dQs,Inc.Thu Dec 11 03:36:02 2008 Page 1 3-9-13 7-0-8 3-9-13 3-2-11 Bat II Scale=1:25.2 5 ea e..rii- 1441 IP Ni%,. 'Mom B1 2M II 3M= 1 9-1-2 3-9-13 I 7-0-8 3-9-13 3-2-11 Plate Offsets(X,Y):12:0-1-2,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.02 2-7 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.12 Vert(TL) -0.01 2-7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.12 Horz(TL) -0.00 6 n/a n/a Weight 47 lb BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 8-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=407/0-3-8,6=254/Mechanical Max Horz2=239(LC 6) Max Uplift2=-228(LC 6),6=-224(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/64,2-3=-303/186,3-4=-251/214,4-5=-77/35 BOT CHORD 2-7=-371/205,6-7=-371/205 WEBS 5-6=-82/95,4-7=-257/120,4-6=-260/471 NOTES (7-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.0psf,Category II;Exp B;enclosed;MWFRS and C-C Exterior(2)zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Gable studs spaced at 2-0-0 oc. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 228 lb uplift at joint 2 and 224 lb uplift at joint 6. 7)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including SCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard • Job Truss Truss Type Oly Ply Mattingly Residence MATTINGLY GE04 GABLE 2 1 Job Reference(optional) 18-7-14 7.000 s May 29 2007 MiTek Industries,Inc. Thu Dec 11 03:36:05 2008 Page 1 13-6-0 I 18-0-0 13-6-0 4-6-0 Sub.1.453 Imo= 7 ill 2N II 2N II e ° i 24 8551ir 4111111. 18- ,. 20 II 2.411 5.411 2a II 2a II 2411 24 II 4,5_ 18-0-0 18-0-0 Plate Offsets(X,Y):[1:Edge,0-041 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.08 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.00 11 n/a n/a Weight 1421b BCDL 5.0 Code FBC2004ITPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-11,7-13 REACTIONS (lb/size) 1=112/18-0-0,11=101/18-0-0,13=152/18-0-0,14=161/18-0-0,15=158/18-0-0,16=170/18-0-0,17=117/18.0-0,18=273/18-0-0,12=170/18-0-0 Max Horz1=306(LC 5) Max Upliftl=-60(LC 4),11=-59(LC 7),13=-23(LC 5),14=-81(LC 6),15=-87(LC 6),16=-91(LC 6),17=-62(LC 6),18=-156(LC 6),12=-82(LC 7) Max Grav1=178(LC 5),11=101(LC 1),13=152(LC 1),14=165(LC 10),15=158(LC 1),16=170(LC 10),17=117(LC 1),18=273(LC 10),12=174(LC 11) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-343/147,2-3=-250/135,3-4=-203/135,4-5=-147/131,5-6=-93/131,6-7=-45/154,7-8=-48/155,8-9=-41/68,9-10=-4/11,10-11=-6/6 BOT CHORD 1-18=-4/4,17-18=4/4,16-17=4/4,15-16=-4/4,14-15=-4/4,13-14=-4/4,12-13=4/4,11-12=-4/4 WEBS 7-13=-133/34,6-14=-145/124,5-15=-139/143,4-16=-146/143,3-17=-113/113,2-18=-216/220,8-12=-153/133,9-11=-86/90 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.0psf;Category II;Exp B;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 60 lb uplift at joint 1,59 lb uplift at joint 11,23 lb uplift at joint 13,81 lb uplift at joint 14,87 lb uplift at joint 15,91 lb uplift at joint 16,62 lb uplift at joint 17,156 lb uplift at joint 18 and 82 lb uplift at joint 12. 8)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 9)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard ' Job Truss Truss Type Qty Ply Mattingly Residence MATTINGLY I T02 SPECIAL 1 1 Job Reference(optional) 9-II-2 7.000 s May 29 2007 MiTek Industries,Inc.Thu Dec 11 03:36:07 20083.f 1 -14-8 4-9-12 I 9-74 I 4-9-12 ycale.1.18.9 1-6-8 4-9-12 438 11 t p3N II Ti I I - wz W1 Wt va B1 K S g ae 9-1-2 O= 9-7-8 I 9-7-8 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL LOADING(0.0 SPACING 21.25 MT20 244/190 TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.14 5-6 >786 240 TCDL 15.0 Lumber Increase YES WB 0.18 1.25 BC 0.27 Vert(TL) -0.24 5-6 >459 180 0.00 5 n/a nia BCLL 0.0 Rep Stress Incr YES Horz(TL) 0 Weight:571b BCDL 5.0 Code FBC2004/TPI2002 (Matrix) BRACING LUMBER TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except end TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=502/0-3-8,5=363/0-3-8 Max Horz6=96(LC 7) Max Uplift6 -217(LC 4),5=-128(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-6=-280/257,1-2=0/0,2-3=-65/83,3-4=-74/12,4-5=-153/134 BOT CHORD 5-6=-257/263 WEBS 3-6=-298/216,3-5=-272/305 NOTES (5-6)1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCD II;Ex B;enclosed;MWFRS and C-C Exterior(2)zone;end vertical left exposed; Lumber DOL=1.60 L=3.0psf,Category P plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 217 lb uplift at joint 6 and 128 lb uplift at joint 5. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply Mattingly Residence MATTINGLY T04 MONO TRUSS 12 1 Job Reference(optional) 9-1-2 7.000 s May 29 2007 MiTek 19dgs>pies,Inc.Thu Dec 11 03:36:09 2008 Page 1 -1-6.0 I 3-5-10 7-0-8 1-6-0 3-5-10 3-6-14 sme-1:x1 aau �o 8.50{{Z 3 �I 2 IO - '111 NM � � 5 5 /�1 214 II 3m1= 1 44 9-1 2= 9-1-2 7-0-8 7-0-8 Plate Offsets(X,Y):[2:0-0-0,0-0-41 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL LOADING(0.0 SPACING 2-0-0 25 >999 P40 MT20 244/190 TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.02 5-6 >999 180 TCDL 15.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.02 5-6 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.00 5 n/a n/a Weight 431b BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=407/0-3-8,5=254/Mechanical Max Horz2=253(LC 6) Max Uplift2=-218(LC 6),5=-234(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/64,2-3=-309/204,3-4=-83/42 BOT CHORD 2-6=-373/192,5-6=-373/192 WEBS 4-5=-97/110,3-5=-238/462,3-6=-244/113 NOTES (5-6) 1)OL=160 plate grip DOL=1(60.This truss gust);s designed for C-C for members and forces,and 11for MWFRS for reactions specified. Exterior(2)zone;porch left and right exposed; Lumber 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 218 lb uplift at joint 2 and 234 lb uplift at joint 5. 5)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 6)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard ` Job Truss Truss Type City Ply Mattingly Residence MATTINGLY T06 COMMON 16 1 Job Reference(optional) 18-7-14 • 7.000 s May 29 2007 MiTek Industri4e.m 4Thu Dec 11 03:36:12 2008 Page 1 6-10-12 I 13-6-0 18-0-0 6-10-12 6-7-4 4-6-0 3 w sm= Scale.1:47 o 344 II s 8.5012- t 2 I \ , I4, r l I i )j 344 3.4 0 1 7-14 18-45,14 7 9-0-0 I 18-0-0 { I 9-0-0 9-0-0 Plate Offsets(X,Y):(1:0-3-8,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.11 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.19 1-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.01 6 n/a n/a Weight 115 lb BCDL 5.0 Code FBC2004/TP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end BOT CHORD 2 X 4 SYP No.2 verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. SLIDER Left 2 X 4 SYP No.3 4-2-0 WEBS 1 Row at midpt 5-6,4-6 REACTIONS (Ib/size) 1=714/0-3-0,6=714/Mechanical Max Horz1=317(LC 5) Max Upliftl=-135(LC 6),6=-229(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-889/284,2-3=-774/305,3-4=-721/430,4-5=-99/95,5-6=-149/109 BOT CHORD 1-7=-456/631,6-7=-140/255 WEBS 3-7=-418/419,4-7=-373/539,4-6=-603/347 NOTES (6-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp B;enclosed;MWFRS and C-C Extenor(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 lb uplift at joint 1 and 229 lb uplift at joint 6. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard Job Truss Truss Type City Ply Mattingly Residence MATTINGLY T07 SPECIAL 1 2 Job Reference(optional) 7.000 s May 29 2007 MiTek Industries,Inc.Thu Dec 11 03:304 2009 Page 1 18-7-14 1 I 1-6-8 5-7-12 11-0-8 16-5-4 I 19-9-12 I 24-8-3 29-6-9 34-8-0 X36-2-a� 1-6-8 5 7-12 5-4-12 5-4-12 3-4-8 4-10-7 4-10-7 5-1-7 1-6-8 3l18 1' �_ �= 2M II to= 2k II X12= 3x10 M71911= •xs= mtx N7ZM1= 11 12 10 3 • S E 78 9 T1 I 1 2 :1 I l f I � � VY! ,M W1, 1 Al EN1 wt w3 n ' I WD 10xtx= 6x116frx9H= .��� i.�ea • - MI 24 15 2226 27 21 29 26 29 19 le 31 32 15 33 34 14 M 38 371 3x10 MT291.111 6x12= SxB= 8+®= 2R II Tm II 6;12= 2411 77s_ 18-7-14 18-7-14 5.7-12 11-0-8 16-5-4 � 19-9-12 I 24-8-3 I 29-6-9 I 34-8-0 5-7-12 5-4-12 5-4-12 3-4-8 4-10-7 4-10-7 5-1-7 Plate Offsets(X,Y):[8:0-6.0,Edgel,[9:0-3-8,0-3-01,[13:0.4-0,0-4-81,[17:0-5-8,0-5-01,[18:0-8-4,0-1-81,[20:0-3-8,0-3-01 DEFL in (loc) 1/deft L/d PLATES GRIP TCLL LOADING(0.0 SPACING 2-0-0 CSI Vert(LL) 0.34 17-18 >999 240 MT20 244/190 TCDL 20.0 Plates r Increase 1.25 BC 0.63 >629 180 MT20H 187/143 TCDL 15.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.65 17-18 BCLL 0.0 Rep Stress Ina NO WB 0.85 Horz(TL) 0.27 13 n/a n/a Weight:6171b BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc puffins, except end BOT CHORD 2 X 6 SYP No.2*Except* verticals. B3 2 X 4 SYP No.3,B4 2 X 6 SYP DSS,B3 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-9-4 oc bracing:20-22 WEBS 2 X 4 SYP SYP No.2,WI 8-3-0 oc bracing:17-18. Wt 2 X 6 SYP No.2,W1 2 X 6 SYP No.2,W2 2 X 4 SYP No.2,W6 2 X 4 SYP No.2 WEBS 1 Row at midpt 2-23,11-13,4-22,10-13 W5 2 X 4 SYP No.2,W9 2 X 4 SYP No.2,W8 2 X 4 SYP No.2 REACTIONS (lb/size) 23=6149/0-3-10(input: 0-3-8),13=6538/0-3-14(input 0-3-8) Max Horz23=-265(LC 3) Max Uplift23=-2653(LC 3),13=-2826(LC 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-23=-5524/2337,24 3371 9-10=-6706/2851,14=0/0, -4419 3,3.4 18/1913,/0,11-13=-323/186 4983,5-6=-11925/4983,6-7=-11399/4742,7-8=-11358/4726 BOT CHORD 23-24=227/170,24-25=-227/170,22-25=-227/170,22-26=-3075/7119,26-27=-3075/7119,21-27=-3075/7119,20-21=-3075/7119, 20-28=173/408,28-29=-173/408,19-29=-173/408,18-19=-403/961,6-18=-197/410,18-30=-5115/11983,17-30=-5106/11962, 16-17=-148/384,7-17-266/114,16-31=-176/420,31-32=-176/420,15-32=-176/420,15-33=-1737/4057,33-34=-1737/4057, 14-34=-1737/4057,1435=-1737/4057,35-36-1737/4057,36-37=1737/4057,13-37=1737/4057 WEBS 2-22=-2800/6744, 9.17-2 39/6426,9-15=-4796/2043,010-15=-1855/4420,10-14=-610/1426,10-13=-6602/2740-1 895/409, NOTES (10-11) 1)2-ply truss to be connected together with 10d(0.148"x3")nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf,Category II;Exp B;enclosed;MWFRS;end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)All plates am MT20 plates unless otherwise indicated. 7)WARNING:Required bearing size at joint(s)23,13 greater than input bearing size. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2653 lb uplift at joint 23 and 2826 lb uplift at joint 13. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)80 lb down and 95 lb up at 0-3-4,561 lb down and 249 lb up at 2-0-12,561 lb down and 249 lb up at 4-0-12,561 lb down and 249 lb up at 6-0-12,561 lb down and 249 lb up at 8-0-12,561 lb down and 249 lb up at 10-0-12,561 lb down and 249 lb up at 12-0-12,561 lb down and 249 lb up at 14-0-12,561 lb down and 249 lb up at 16-4-0, 561 lb down and 249 lb up at 18-0-12,561 lb down and 249 lb up at 20-0-0,561 lb down and 249 lb up at 22-0-12,561 lb down and 249 lb up at 24-0-12,561 lb down and 249 lb up at 26-0-12,561 lb down and 249 lb up at 28-0-12,561 lb down and 249 lb up at 30-0-12,561 lb down and 249 lb up at 32-0-12,and 561 lb down and 249 lb up at 34-0-12,and 79 lb down and 95 lb up at 34-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 11)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Continued on page 2 Job Truss Truss Type Qty Ply Mattingly Residence MATTINGLY T08 SPECIAL 1 2 Job Reference(optional) 7.000 s May 29 2007 MiTek Industries,Inc.Thu Dec 11 03:30072638 Page 1 18-7-14 1 6 8� 5-3-10 � 10-5-8 16-5-4 19-9 12 j 24-8-3 ( 29-7-3 j 34-8-0 p6-2-1 1-6-8 5-3-10 5-1-14 5-11-12 3-4-8 4-10-7 4-11-1 5-0-13 1-6-8 5 3/185.1. 8912= Y= 294 II 898= 291 11 4 = 495= 6 11 7 8 9 10 11 3 4 5 6 T, 1 2 •2 "I •IM I /: 411' 8912 BnZOH= 4 10912 1s 29 u 39 31 ,s 32 33 i 23 24 21 28 28 20 19 27 28 18 3,e II 89,2= 2M II W= 3910,.7201111 7x12= 10412= 398 II 18-7-14 18-7-14 5-3-10 10-5-8 16-5-4 j 19-9-12 j 24-8-3 29-7-3 34-8-0 5-3-10 5-1-14 5-11-12 3-4-8 4-10-7 4-11-1 5-0-13 Plate Offsets(X,Y):[2:0-3-8,0-3-0],[7:0-3-12,0-3-0],[12:Edge,0-4-41,[16:0-5-8,0-5.41,[17:0-8-8,0-4-4],[20:0-3-0,0-5-4] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.78 Vert(LL) 0.45 16-17 >917 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.86 16-17 >480 180 MT20H 187/143 BCLL 0.0 Rep Stress Ina' NO WB 0.97 Horz(TL) 0.32 12 n/a n/a Weight:5441b BCDL 5.0 Code FBC2004ITPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc puffins, except end BOT CHORD 2 X 6 SYP No.2"Except" verticals. B3 2 X 4 SYP No.2,B4 2 X 6 SYP DSS,83 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3*Except* 9-4-4 oc bracing:19-21 W4 2 X 4 SYP No.2,W3 2 X 4 SYP No.2,W7 2 X 4 SYP No.2 7-8-2 oc bracing:16-17. WEBS 1 Row at midpt 2-22,9-12 REACTIONS (lb/size) 22=4924/0-3-8,12=4822/0-3-8 Max Horz22=-208(LC 3) Max Uplift22=-2402(LC 3),12=-2345(LC 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 2-22=-4501/2199,1-2�/0,2-3=-4304/2141,3-4=-4304/2141,4-5=-12245/5830,5-6=-11511/5457,6-7=-11443/5424,7-8=-11443/5424,8-9=-6384/3101,9-10=-53/95,10-11=0/0, 10-12=307/182 BOT CHORD 22-23=-178/134,23-24=-178/134,21-24=-178/134,21-25=-3351/6788,25-26=-3351/6788,20-26=-3351/6788,19-20=-3351/6788,19-27=-306/618,27-28=-306/618, 18-28=-306/618,17-18=-227/474,5-17=-210/359,16-17=-5950/12318,15-16=-117/266,6-16=-244/103,15-29=-243/505,14-29=-243/505,14-30=-1994/4062,30-31=-1994/4062, 13-31=-1994/4062,13-32=-1994/4062,32-33=-1994/4062,12-33=-1994/4062 WEBS 2-21=-2870/5950,3-21=-312/131,4-21=-3489/1670,4-19=-759/357,17-19=-3242/6566,4-17=-2875/6118,5-16=-1045/530,14-16=-3102/6385,8-16=-2878/6042,8-14=-3684/1737, 9-14=-1589/3339,9-13=-744/1421,9-12=-5765/2770 NOTES (10.11) 1)2-ply truss to be connected together with 10d(0.148"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.0psf;Category II;Exp B;enclosed;MWFRS;end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)All plates are MT20 plates unless otherwise indicated. 7)The following joint(s)require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection:20. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2402 lb uplift at joint 22 and 2345 lb uplift at joint 12. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)520 lb down and 286 lb up at 2-0-12,520 lb down and 286 lb up at 4-0-12,520 lb down and 520 lb down and 286 lb up at 12-0-12,520 lb down and 286 lb plat 14-0-0,520 lb down and 286 lb u0plat 22-8-4,520 lb down and 286 lbu p at ' 24-8-4,520 lb down and 286 lb up at 26-8-4,520 lb down and 286 lb up at 28-8-4,and 520 lb down and 286 lb up at 30-8-4,and 520 lb down and 286 lb up at 32-8-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 11)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-70,2-10=-70,10-11=70,18-22=-10,16-17=-10,12-15=-10 Continued on page 2 Job Truss Truss Type Oty Ply Mattingly Residence MATTINGLY T09 SPECIAL 13 1 Job Reference(optional) 13-11-10 7.000 s May 29 2007 itigkirlustnes,Inc. Thu Dec 11 03:36:33 2008 Page 1 6-10-15 � 13-6-0 � I 6-10-15 6-7-1 e.g.•1:43.3 348 well 4 5.5.31-0- r ee 3 Adiiiii 2 5.5 4i 5 455= 1 18-7-14 1 - r:<10 Po 6-10-15 13-6-0 I 6-10-15 6-7-1 Plate Offsets(X,Y):12:0-2-15,0-2-81,[3:0.4-0,0-6-0] CSI DEFL in (loc) I/deli L/d PLATES GRIP TCLL LOADING(0.0 SPACING 2-0-0 TC 0.46 Vert(LL) 0.55 1-2 >290 240 MT20 244/190 TCDL 15.0 Plates r Increase 1.25 TCDL 15.0 Lumberincrease 1.25 BC 0.18 Vert(TL) -0.65 1-2 >245 180 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.43 5 n/a n/a Weight 791b BCDL 5.0 Code FBC2004/TPI2002 (Matrix) BRACING T TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end TOOMBER P CHORD 2 X 8 SYP DSS WEBS 2 X 4 SYP No.3 BOT CHORD verticals. CHORD 2 X 6 SYP DSS Rigid ceiling directly applied or 9-9-2 oc bracing. WE REACTIONS (lb/size) 5=530/Mechanical,1=539/0-3-8 Max Horz1=357(LC 6) Max Uplift5=-280(LC 6),1=-25(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-397/9,2-3=-561/244,3-4=-139/8,4-5=-37/64 BOT CHORD 2-5=-661/698 WEBS 3-5=-792/754 NOTES (6-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=30ft;TCDL=4.213sf;BCDL=3.0psf,Category II;Exp B;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 280 lb uplift at joint 5 and 25 lb uplift at joint 1. 6)Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including BCSI 1-03,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. 8)Use SIMPSON HUS26 to attach truss to girder. LOAD CASE(S)Standard eve B03 by Weye+haeuse+ 31121 1ELSL BO) TJ-Beam®6.30 Serial Number: User 2 12/11/2008 3:26:47 AM TIS PRODUCT MEETS OR ECEEDS TB SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR TB APPLICATION AND LOADS LISTED ♦ 14'103/4" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):55.0 Live at 100%duration, 15.0 Dead Vertical Loads: Typ CIa La Dd Lb Alb Chi Point(lbs) Floor(1.00) 2199 813 11'9 3/4" - B02 SUPPORTS: Ip B® YRtilp Db Oh W L� L9UI1 b 1 Stud wall 3.50" 1.50" 850/371 /0/1221 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 2.03" 2168/859/0/3027 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® -See iLevel®Specifier's/Builder's Guide for detail(s):A3:Rim Board DESIGN CONTROLS: Mir Dg Cb RU Lb Shear(Ibs) -3013 -2921 8590 Passed(34%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 8435 8435 15953 Passed(53%) MID Span 1 under Floor loading Live Load Defl(in) 0.277 0.364 Passed(L/630) MID Span 1 under Floor loading Total Load Defl(in) 0.391 0.728 Passed(L/447) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 14'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel®Distribution product listed above. PROUCT INFORMATION: OPERATOR INFORMATION: MATTINGLY Dave Buchanan Apex Technology 4745 Sutton Park Court Suite 402 Jacksonville,FL 32224 Phone:(904)821-5200 Fax :(904)992-8700 dave@apextechnology.cc Copyright O 2007 by iLevele, Federal Way, WA. TimberStrande is a registered trademark of iLevel®. F:\l-Working\Dave\Mattingly\B03.sms dwo2 a;uauewaad as;so. a�aanbaa uapand said 09 ap sew soueA !dI N 31?.�3 na gal! 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Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Single-Family Residence Cl Commercial ❑ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. --- — Public Works -,`t- £ i SL sr/ G/ � J � Public Utilities 5 C. D 9 51 7/ a 1 - 2 mg--a Building g -1 Co/ o q 57) 1). 1 1)1 ( ,�i Planning 5/ CO 109 0 el - Tree Mitigation �� _ V Satisfied 1 l o 9 Final Survey with FFE V Yes No All Re-Inspect Fees Paid Yes No Termite Treatment ✓ Yes No 12 Tux'ner MAIN OFFICES 480 EDGEWOOD AVENUE,SOUTH,JACKSONVILLE,FLORIDA 32205 �r PHONE:904-355-5300• FAX 904-353.1488• TOLL FREE:800-225-5305•WWW.TURNERPEST.COM Pest Sr.MARYS,GA.—912-576-1300 OcALA,FLA.—352-351-4386 MControl DAYTONA BEACH,FLA.-386-788-8303 PORT ST.LUCIE,FLA.—772-692-0078 What's Bugging You? MELBOURNE,FLA.—321-951-3325 TAMPA,FLA.—813.681.6381 CERTIFICATE OF OF COMPLIANCE FOR TERMITE PROTECTION 1 BUILDER: 7-4 e Fo/� `-- 0 PERMIT NUMBER: LOT NO / BLOCK SECTION SUBDIVISION ADDRESS 3✓°0 Se- /k 0 i- P i Method of Termite Prevention Treatment: /4;":0 j a soil barrie ,wood treatment,bait system,other) Pursuant to Section 104.2.7 of the Florida Building Code and Chapter 482 Florida Statute 482.226 This building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the i Florida Department of Agriculture and Consumer Services. An annual inspection and renewal of the annual termite protection contract is necessary for continued prote ion. Call the number above for inspection and contract renewal. 1 v / o � C� 4_.� Date Authori/•d signature of Treat nt Date (Must be original signature) Call Turner @ I-800-225-5305 for your Lawn, Pest Control&Termite needs today. Form#7082 To reorder call:Rush To Excellence Printing at 904-367-0100 MAP SHOWING BOUNDARY SURVEY OF LOT 265 ACCORDING TO THE PLAT OF SALTAIR SECTION 2 AS RECORDED IN PLAT BOOK 10 , PAGE(S) 15 OF THE CURRENT PUBUC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: PAUL MATTINGLY, LYNN MATTINGLY AND B B & T. LOT 254 I LOT 253 I LOT 252 50.00' (I?) 49.75' (M) 1/2' I i 1/2 T/2. 06.8 0.8' BIN. 0.7' N. 0.15' f 9! al' • 00.0) 5D'(R) 0.6 1 3/4_ • 1.5 ••••••••••144•4. 90'003 `�--0.2./2• 50.23'(M) 0.08'N• ■ 6�-----M01� • �' 0/•001•-01• PLAS71� ■ 0.12'E 1.3 AS CONIT(CN.' 2p ��LOT 265 BOX AA ......7,- -- • WM == _- (�9/aY0.1. -e-� .�:Gi.r-0:1.' _7 35.0' I C 1 r 1 > 1 C 1 o.. C to�.� C A/C FRAME STONE 1. '_ N N. Z ■. PADS RE9DFNCE Y C --....\„L:`'• �h av N0. 350 1 p� I 0 0 ( III ' (FF- 100.00) 1 N Wo O$ (ASSUMED) CC g p Z. -1 O C 1 .ti �� 1 C C 1 O 1 251' 1az'- I • • • �.. K I o COVD CONC.f4T�. 4.9' •.9' •• 0 •x ��I / .).�A 2.2'X 2.2' S�. O E00.>7 OUT OOt.U1tl15 (1.¢ yIn APPROx (9aa)1► (Iso .. Q�L �j am. ,DE DF SLOPE n� ° s 1rONDr 6 HIRn 1 /,,s2 ` ' 0-.-51,-.4?07 ) (� / - 1 1.6' - C ...,•'90.0). ,1 1/2 00.0) T6 Cr Sl6E - - el 5/ 250.00'(R)x249.99' (Y) .4e7.91 di.17 "MAL y •6) C = 1/2• m REBAR ��` yy� N7 70) 5' G1G1VG(�WALK. ° . 49.98' (M) �� ELEVATIONS SNM1 O HEIIEON ARE 50.00' (R) '- BASED ON AN ASSUMED DATUM -A C1( •111•1111111•NI AMMER0D1• -0--- VINYL FTC SEMINOLE ROAD(POSTED) „ ,7 SEM/NOLE BEACH ROAD (PLAT) X-REF. JOB NO.: 41455A: 55923 (70' RIGHT-OF-W.4Y) ORN ma-Y.GE DE DETEIRRMED LEG TO 6 COME 11E 0.?X AMOK OMFOCE ROODPLAN/ROOM WOK'11 AREAS 6 GAG MMPA-DUNCE FW NEAM OP IX AM". GIM/CE 0IR1 AVERAGE OFPRl9 6 LESS 111N1 1 FOOT 6■TM ORANME AREAS IFSC MA0 1 90UA1E YlE MD AIEA4 PALM-MD BY LEWES FROM 1%ANNUAL CHANCE flOOM. _ IEENUTAL NOTES' v E %O R s T.STRUCT1I NO� SHOW HEREON LIES UM FLOOD ZONE/ )---1--AS o 5 / 8E5T OETERIfFD FROM F.EAI.A.FLOOD MAPS PANEL NO!DA1E004-17-1989_ A SSOCIATED SURVEYORS INC. 3.TES ANC A SURVEY NOT DETERMINED. UNDERGROUND FOOTINGS, LAND & ENGINEERING SURVEYS 4.JURISDICTIONAL AAN�D(OR ENVIRONMENTAU.Y SNSITIVE AREAS IF ANY, NOT to j V 3846 BLANDING BOULEVARD LOCATED BY THIS �uNrLT. s JACKSONVILLE. FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBUC J j 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS S JR'EYOR FOR EASEMENTS, 1111E, COVENANTS, B.R.I.'S RESTRICTIONS. CLOSURES. TAKNGS OR ORDNANCES.ETC. p CERTIFICATE OF ALITHORIZAT1ON NO. L8 0005488 THERE COULD BE OTHER NAI ILRS OF RECORD THAT AFFECT THIS PARCEL.. S S V �� 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEAEND/AEEIEYIATIOIS$ DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL o SET IRON PIPE OR REBAR P.C. -POINT OF CURVE 04-CHORD "ASSOC.SURVEY' OR LB.54a8 P.T..POD4T OF TANCOICY (R)- STAN• .'• FOR LAN URVEYING PU'+UANT 0 CHAPTER • FOUND IRON PIN OR PIPE (IP)-O.U.--OVER IEAO 1111116(M) - UEASLIHEO` 61G17-/ FLORIDA NI COD c 472, F.S. • FOUND COMMIE MDwtaMENT(O.M.) 'F 7E T (C:memo am, X. CROSS cur OR DRILL 0.R.6•-OFFICIAL RECORD NOBOC9(LE AV -MR C01101710NER L. ARC LlaGEI: BY: 4:4•440.4.4.44.44 .1 B. HAT -WATER METER C 1' a. B. HAT E/ FLORIDA • FICATE NO. 3771 PED. -P00.EOUPIENT M'•KFURE RISER C 'LES L. STARLI '. FLORIDA S- FICATE NO.4579 BILL- G �� x-x o.1 MICE 881.- D B RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO.6132 LT.A..fl.E *LE i-�1 MtON fETiCE �_,,,FarnacTioNs JOB NO. 56/_04 t DATE O6-a8-2009 Pc.G-�T OF WPC -BET96EN 0 - 1 DRAFTER .T.L• PRC. - PONT OF REVERSE CURVE (ET.)-CAVE TIE E.B. ELECTRIC BOX SCALE: 1� 20'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER Brooks, Nancy From: Carper, Rick Sent: Thursday, May 28, 2009 11:00 AM To: Graham Shirley Cc: Griffin, Michael; Brooks, Nancy; Rob Ford; Nodine, Phil Subject: RE: 350 Seminole Road As-built survey received for 350 Seminole. Documented storage volume meets on-site storage requirements. Approved for Certificate of Occupancy. Rick Ricky L. Carper, P.E. Director of Public Works/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper a(�coab.us PLEASE NOTE: Florida has a very broad public records law. Your e-mail communications may be subject to public disclosure. From: Carper, Rick Sent: Wednesday, May 06, 2009 5:04 PM To: Graham Shirley Cc: Griffin, Michael; Brooks, Nancy; Deming, James Subject: RE: 350 Seminole Road I just received the new design for on-site storage today and have not had a chance to review it. I will try to complete and get the inspection done tomorrow, but it is a very full day (no promises). Rick From: Graham Shirley Sent: Wednesday, May 06, 2009 4:54 PM To: Carper, Rick; Kaluzniak, Donna; Clemons, Malcolm; Hall, Erika Cc: Brooks, Nancy; Griffin, Michael; Jones, Mike Subject: 350 Seminole Road Rob Ford,the Ford Company is requesting a co inspection Thursday 4/7/09 Rob can be reached at 626 2898 Shirley L. Graham Building Department Atlantic Beach, FL sgraham @coab.us 1 Brooks, Nancy From: Carper, Rick Sent: Thursday, May 07, 2009 8:32 AM To: Rob Ford Cc: Brooks, Nancy; Graham Shirley; Griffin, Michael; Deming, James Subject: 350 Seminole Road Follow Up Flag: Follow up Flag Status: Flagged Rob, I have your revised civil site plan and drainage calculations. Before a Certificate of Occupancy inspection can be performed, an As-Built survey, documenting proper construction of the onsite storage facility is required. Ricky L. Carper, P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarpera,coab.us PH: (904)247-5834 Fax: (904)247-5843 1 Brooks, Nancy From: Graham Shirley Sent: Thursday, May 07, 2009 12:51 PM To: Brooks, Nancy Subject: FW: 350 Seminole Road From: Clemons, Malcolm Sent: Thursday, May 07, 2009 12:23 PM To: Graham Shirley Cc: Kaluzniak, Donna Subject: RE: 350 Seminole Road lnsp OK,No irrigation. From: Graham Shirley Sent: Wednesday, May 06, 2009 4:54 PM To: Carper, Rick; Kaluzniak, Donna; Clemons, Malcolm; Hall, Erika Cc: Brooks, Nancy; Griffin, Michael; Jones, Mike Subject: 350 Seminole Road Rob Ford,the Ford Company is requesting a co inspection Thursday 4/7/09 Rob can be reached at 626 2898 Shirley L. Graham Building Department Atlantic Beach, FL sgraham@coab.us 1 ¥ @w @m \ 7 n © E i 7 cr" k ID § 2 7 U q § ' su = 7 § ƒf / ƒ _ " § K r va_ k' co rD ? � / g2 � 77 .....• - Q n ] J -, r C / a ƒ 7: \ - / � § § n k � ƒ ƒf et 7 3 ~ ® X770 04 2 0/ t - c 7 kF ° 70 � I ee0 mgt 0) 9 ' / w m � .-/ - � �� l c » n @ 3- m $ 2 _ @ _ / ¥ 2 \ et ]. 7 ED n fo ° Rio ° 3J q £ 3 ° e a / k in R E a co CD n / 2 \ cu et K / 2 7 0_ g -< 0 0 2 ,-- g = 7 § 7 \ 0 q @ w % _ Brooks, Nancy From: Carper, Rick Sent: Wednesday, May 06, 2009 5:04 PM To: Graham Shirley Cc: Griffin, Michael; Brooks, Nancy; Deming, James Subject: RE: 350 Seminole Road I just received the new design for on-site storage today and have not had a chance to review it. I will try to complete and get the inspection done tomorrow, but it is a very full day (no promises). Rick From: Graham Shirley Sent: Wednesday, May 06, 2009 4:54 PM To: Carper, Rick; Kaluzniak, Donna; Clemons, Malcolm; Hall, Erika Cc: Brooks, Nancy; Griffin, Michael; Jones, Mike Subject: 350 Seminole Road Rob Ford,the Ford Company is requesting a co inspection Thursday 4/7/09 Rob can be reached at 626 2898 Shirley L. Graham Building Department Atlantic Beach, FL sgraham@coab.us i • SD H r H r SD SD r H H r r H ID r r r H ro >ro�O n b Oro d m H to w m m .4 -4 to -.7 -7 -3 t0 -7 o r ro ro N Z z 0 H tW0 m H r�N H N ) ni 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H 2 r n Dtc m 00 0 H r H H H N H m ID H A W N rJ H H r H 0 HH OUZm O.. .. 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N W'-- a H n'0 x 0 M M 0 N ti N m H \ rr r t0 O H 7.0 r • A CITY OF ATLANTIC BEACH J z,S1 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Jr31ai' Application Number 09-00000545 Date 5/05/09 Property Address 350 SEMINOLE RD Application type description RIGHT-OF-WAY PERMIT Property Zoning RESIDENTIAL SINGLE FAMILY Application valuation . . . 0 Application desc driveway pavers apron Owner Contractor MATTINGLY, PAUL G & LYNN M THE FORD COMPANY CONSTRUCTION 1021 PINE STREET 366 OSCEOLA AVE CORONADO, CA 92118 JAX BEACH FL 32250 (904) 246-7942 Permit DRIVEWAY PERMIT Additional desc . Permit Fee . 35 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 Expiration Date . 11/01/09 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 1 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. "'S' ''`' CITY OF ATLANTIC BEACH N �'I CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 4, V 800 Seminole Road 904-247-5800 -'r l? Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date tic / C/ ZOO? PERMIT# v e3 Sir--0-7,100Z r gp ISSUED BY THE CITY Job Address �,,[ / Permitee: The j=c)/34) ��QG.7 Co+✓s4elephone# �2� _ Z Permittee Address: 6.6 6 SC,,C.�G T /9 V 371 A 13G/ I 3 2 ZS° Requ--tihg Permission to Construct: P1"/ G — C'e4e"r •. • . ,din 1.:Aira ai Al, s i. ._ 'AVAri i Location: (Reference to Cross-Street) Serer-'- 7 DJC , / 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes (jo ( ) Date: /WC —3C) Bell South Telephone Company Yes ( to ( ) Date: Ferrell Gas Yes ( >No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervisio of �P '057-- (Contractor's Project Superintendent) located at IjIKl4aJ�©N ,o g7 Telephone#:/-2,6-6 zi 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with 3 p days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER c ��Y /�`�� y )' /2 0 F IL Si 6/85.4` — / Date: f ,fie r Notary PubAc State of Florida Signed: Before• a this 2O =- 'of a,'r 2•''i ha ounty if Duval, yP NancyE Bailey d-, r o appeared w 7T/ft'C� 1.� ,h'•� a My Commission D0745822 State f F{oriu_, s, ��ll� .red Q '"(4 J J 7 02/08 State w y Pu Gc at LaState c r; '` CoL fy D al. jF Expires My commi sion ex res: Persona E<n:f�F /,yt`I/Mr 1^ � Produced Identification:E. NUMBER QTY FLOOR SIZE DESCRIPTION W01 2 1 . 2040SH SINGLE HUNG W02 1 1 3040SH OEMLEE W03 8 1 3050SH SINGLE HUNG W04 131111111 4046LS LEFT SLIDING W05 9 2 3050SH SINGLE HUNG W06 7327SH 08/12 VENT . 19j5 _. D :ZQ-m-!I D le- 1U _ -._ 3S 1Upp0001"ont attic: i 206 _ _. ;.Gara'.e I. 3932 :.F':orci ___ _` ____.-°��Q 1` __ __...__......_ . ; I'.Livin,'•: ea:-. �` ':2353:$: i SItB Pr-eas _____--- i. -- .. kSite.. _________--__._.___. is _50001 drttefwalk.:- _.. 996 7i } r..10610:41.14.;.. ____..___ _ _ -.. Q.._._•.....- _ .., . . .,. .: :19351: 1A0timin: g0%-: .._ � L I Permeable 1 .1935 Home. Driie Walk 1 518:351 Total. I 463.35: Lat • -_- 60001 I a7a rnpe . 1<,Q10Y. •, V = 120.0 MPH COMPONENT PRESSURES: 50-100 sqft wall B .,:t. =2 AREA PRESSURE (psf) -•:ure Coef., GCPi = 0.18 4 MAX = 22.94 NT PRESSURES: - up to 10 sqft area 4 MIN = -25.66 - 5 MAX = 22.94 '` PRESSURE (psf) 5 MIN = -29.39 MAX = 25.88 COMPONENT PRESSURES: 160 sqft MIN = -28.07 MAX = 25.88 AREA PRESSURE (psf) MIN =-34.65 4 MAX = 22.94 xi a=5.00 ft 4 MIN = -25.66 5 MAX = 22.94 A MIN =-9A RA • • • Jan 02 09 12:18p THE FORD COMPANY INC 904-246--f779)2�0/}"//�f 71-10A),•:(.1 P'5 - 'v .•,; .i.4d')..,^';•:'.r...,•.ti • 4:,`�.^ y!.. :''�T v P . ls �i: --{•,.l i t}•.'• -.•..t lw-ter- ^f•�l4;1I••:: J.:4.,[. e•`021111P21,....., I • 3^ 7. .: . -`'r:)::..ii:'�• .. r •.': :::.." •:: 1- :''i• f7;�. 11.), )is • y' ,L - -q;1::,-):: ..� A...:;77.::.-::...:!:::::::!-:''.. ..'.;':''.'.r�•,i...., � ':.. ��,Jl ,�:'• •. 7 gar v ,!S•';.T',rty.,:•?,.::�.,,%-, tY~.r r•..4: A:y•'t.....,;.iYe•yy*•jL:z,.',.•. ^'�:;!• ! (,`G y_-., Ly!. '':.:":::,•:!.:-." :;• • E.,.•l.••....:: :Y•:r.:.;;':f:. yr.✓ y;.u¢;::":'.'+' �' .,K•r ,:.. 1. • � � ; ,% :.fir._R . .: .L O.r♦• I :`~ .'?�.•^...r+' ..%'t..:.: ,..-.'.:.;.?1,,,•/.. .'"r'�''t,'';..t:: _L•. �•�:�..t•f..�_ �; ti:j � -::...:,,--.,--z.;:.:,)':!.,•-•-,;. t .:. . .•:. - { t," •I-ii :r■' > �• '_a _^yt'..ii ••• -ti:'' ' ,-'' o- v•77- . ° ✓ , s I' ! / t 4 ' ' t - _ -..-,; .. ; - ROWS podWdq txllq L ,r%' is • • ,- •Y:..1 S ,.'N : . -, •e. I } {_ 1, � b5: ' 1 ti.0 -tC :• /' 5.-0" TmkNeO SAN - - 1 .• - -. n•o-a tlna a•o-s 0-0-4 t^ •ill '.- ilt ∎:** , Al Flo ill ; *' ;i N. B iSI, WO I• gralli II rraGenic.;f 111211 %.\ ti:w •.., Pi4v24 / /MI MI N. 1 .w EFFEL 1111111 MI jiCLASTRP,BMA I '■... PN^1M' IN .t..• I II ,Jr J ilk •I f I - I \ {.-: i \ PORCH irgG-� I 4.....: :;' itriX4P I b ��rtr•r�.�i I `. :717.-7.47,-...- • -...• t I ,.;i':!`,g/s€ten'° : .. �l" •: II I iF ;; •� • j _ _ter/"Q1°41,q2t / 'F"'".• - 1::: 1 • • 5 ) nn 1. .- -,, -... �/ . R.O.W.Permit Attachment of for , 200 Atlantic Beach,FL 3223 R.O.W. Permit# issued — n / ) Owner's Name: 1'4 17 J"5 5 Property Address: J9 L. 34. ..Z 23 Subdivision: Lot#/Block#: � .� 5 2 R.E. #: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of 200_, by Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and of Atlantic Beach, Florida,hereinafter referred to as"USER". WITNESSETH: ein the That the CITY does hereby grant the USER permission ceach for the p basis as described n the of right to enter upon the property of the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above (copies attached). ' r-11), This work is generally described as: On 1/'G grted Any facility maintained, repaired, erected, and/or installed l b the CITY to the USERvileg notice to remains subject to relocation or removal on thirty (30) days notice Y USER shall be Qiven by certified mail return receipt requested, to the following address:constitute The depositing of said notice of cancellation in the United formes of USER proper ad the e notice of cancellation and the burden is upon USER to keep the CITY The USER shall promptly make any and all necessary all tpnes maintain aid facility or i good and safe the exercise of the privilege herein granted and shall at condition. In the event it is necessary for the CITY or the City'CITY the USER representative or the USE1R's utility to enter upon the above-described property of the repairing, sole expense, any and all material necessarily es and facilities during the e the CITYror of an maintaining, lily provider.g, operating,replacing, or adding to of the utilities facilities allowed by the permit shall meet the current d code requirements requirements the City the CITY,Code,Building Codes, Land Development Code, and all other land use q City Code Section 19-7 (h) which states "Driveways that cs cone lks: City natural hail s may not at be replaced with other materials, but must be replaced with smooth matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terns of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this 0 day of ‘2/311 i , 2009 By: , :"4" i/g 'roperty Owner (to be signed in prese I : of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 2 0 day of �C I ( �, 200q, personally appeared before me, a Notary Public in and for said County and State, /G'u ( 6. f /�'/c.‘ , the property owner of ?3 p "MI No/� Roc , Atlantic Beach, Florida,down to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. f . Notary Public State of Florida (7_ Nancy E Bailey My Commission Di 2D745822 Notary Publi n for said Co and State %,„„d Expires 02/08/2012 CITY OF ATLANTIC BEACH,FLORIDA, a municipal corporation: Appro Ricky L. i'arper,Public Wor Director For Permits where city sidewalk is impacted, City Manager approval required: Jim Hans,. 1, ity Manager Page 2 of 2 .l City of Atlantic Beach I APPLICATION NUMBER Yi" �l,� I APP w 2 2009 (To be assigned by the Building Department.) �S Building Department _ 0.y, =-..t. 5,,._ `2 800 Seminole Road O-r Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 ,/ q : � E-mail: building-dept@coab.us Date routed: 7 Z//d / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review required Yes No Building Property Address: Sa‘1 juti-i-ne IL Tri Planning &Zoning Ci7 ?7?tlly min istrator Applicant: / t / /i) ,Public Wor Public Utilities Project: 2),("j tit U)A - ?tee is Public Safety Y row Fire Services Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: NApproved. I (Denied. 414 (Circle one.) Comments: le, - V BUILDING &.A--.-- C PLANNING &ZONING yl Reviewed by: Date: / TREE ADMIN. PUBLIC WORKS Second Review: !/Approved as revised. I (Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date:42- --V1' Third Review: I (Approved as revised. I (Denied. Comments: Reviewed by: Date: 1 ' , f.St"\'lrJ,. s 1 ��� CITY OF ATLANTIC BEACH '� i':,4:f i 800 SEMINOLE ROAD v ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 ,93319; Application Number 09-00000698 Date 5/19/09 Property Address 350 SEMINOLE RD Application type description MECHANICAL HVAC ONLY Property Zoning RESIDENTIAL SINGLE FAMILY Application valuation . . . 0 Application desc AGA 120 LP GAS Owner Contractor MATTINGLY, PAUL G & LYNN M SAWYER GAS COMPANY 1021 PINE STREET 98 PENMAN ROAD CORONADO, CA 92118 JAX BEACH FL 32250 (904) 246-6471 Permit MECHANICAL GAS PIPE PERMIT Additional desc . . 00 Permit Fee . . . • 140 . 00 Plan Check Fee . Issue Date . . . . Valuation . . . • 0 Expiration Date . . 11/15/09 Fee summary Charged Paid Credited Due Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 4 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 07 I �__._�_.I l 7 ,. 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 ,:::..._ ..,__,......,., �...,i:, OFFICE:(904)247-5826•FAX NO..(904)247-5845 BUI LDING-DEPT @COAB.US - '' MECHANICAL PERMIT APPLICATION DUVAL COUNTY 2.IS THIS A SUB PERMIT: 3.DATE D YES PERMIT#: / ( 1.JOB ADDRESc�S:,� nK e S' G-� 35o Semi.note, "4 tlantic Beach, FL 32233 ! PROPERTY OWNER: 4.NAME 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 3(Q(0 0 Sc-eo1a Ave 1p►Ft 322.3 )1l(o-?4ya ��"' Co a / MECHANICAL CONTRACTOR: 8.ADDRESS.: /� 7.NAME OF COMPANY: 1 g. S. 4 K J 3 Q-/ . u st) ���, Gets ` J renman ��l [J�h J CELL PHONE: 11.FAX NO.: 9.STATE OF FLORIDA LICENSE NO 10. ' 01014 14. 12.EMAIL ADDRESS: 13.OFFICE PHONE: savvy«qas oo a O r irra:L tarn q 0') 2b b-, iii Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNATURE:: 15. ASS OF WORK: 16.):4JILDING: 17. VICE: 18. RRENT CODE: NEW INSTALLATION Cf�NEW RESIDENTIAL 13'06 FLORIDA BUILDING CODE- D REPLACEMENT OF EXISTING SYSTEM ❑ EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION!ADDITION TO EXIST SYSTEM ❑OTHER ❑ REPAIR MECHANICAL EQUIPMENT TO BE INSTALLED: 19. HEAT: ❑ SPACE ❑ RECESSED ❑ CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM ❑ CENTRAL 21. DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: cfm 22. REFRIGERATION: MAX CAPACITY: cfm 23. COOLING TOWER: CAPACITY: gpm 24. FIRE SPRINKLER: NUMBER OF HEADS: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27. FIREPLACE: PREFABRICATED: MASONRY: 28. IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING � 29.GAS PIPING: #OF OUTLETS: a ❑ GAS AHU: IS AS WATER HEATER: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER VALUE FOR OTHER ITEMS: OR COIL IN DUCTS ETC. 31.COOLING EQUIPMENT: AIR CONDITIONING,REFRIGERATION EQUIPMENT,CONDENSORS,ETC. APPROVING NUMBER TONS AGENCY OF UNITS DESCRIPTION MODEL# MANUFACTURER 32.HEATING EQUIPMENT: FURNACES,BOILERS,FIREPLACES.AIR HANDLERS ETC. APPROVING NUMBER MODEL MANUFACTURER BTU AGENCY OF UNITS DESCRIPTION 33.TANKS: APPROVING TYPE LIQUID MANUFACTURER SERIAL# AGENCY NUMBER GALLONS CONTAINED G15�v 1 It 0 L SAS Ameri oars 1 COAB FORM BLDG03:REVISED:8/13/2007 J��: CITY OF ATLANTIC BEACH :, S f 800 SEMINOLE ROAD r. s) ATLANTIC BEACH,FL 32233 Nif :x y- - z INSPECTION PHONE LINE 247-5826 " J.iil9r' Application Number 09-00000202 Date 2/11/09 Property Address 350 SEMINOLE RD Application type description MECHANICAL ONLY Property Zoning RESIDENTIAL SINGLE FAMILY Application valuation . . . • 0 Application desc 2 CU 1AHU Owner Contractor MATTINGLY, PAUL G & LYNN M HUXHAM HEATING & AIR 1021 PINE STREET 2101 FLORIDA BLVD. NEPTUNE BEACH FL 32266 CORONADO, CA 92118 (904) 246-6721 Permit MECHANICAL PERMIT Additional desc . Plan Check Fee 00 Permit Fee . . • . 115 . 00 0 Issue Date . . . • Valuation . . • • Expiration Date . . 8/10/09 Fee summary Charged Paid Credited Due Permit Fee Total 115 . 00 115 . 00 .. 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 Grand Total 115 . 00 115 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. • •'�L'iri;.,. CITY OF ATLANTIC BEACH 07--'-_�-.____.I____.�___`____� i 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 I -7%).::,!Iy OFFICE:(904)247-5826•FAX NO.:(904)247-5845 l BUILDING-DEPT @COAB.US _ MECHANICAL PERMIT APPLICATION DUVAL COUNTY 2.IS THIS A SUB PERMIT: 3.DATE 1.JOB ADDRESS: 3 SD ' / \ ES PERMIT#: o /c/6 /// G7 Atlantic Beach, FL 32233 PROPERTY OWNER: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: 4.NAME{yi ( MECHANICAL CONTRACTOR: 8.ADDRESS.: �J� 7.NA����yj-I1�./OF COMPA Y: 2'Q ( T)O e _,o2�/� 1 IC J�� J 10.CELL PHONE: (_I V C (+ V r 11.FAX NO.; -o ��f 9.STATE OF,^FL�ORIDA LICEN3SE NO: ^ F �/� ot a-Lt Cr'f R---© el 13.OFFICE PHONE: O` 14. 12. MAIIW■DDRESS: E /_PHONE: I /A-P, -t �/e_ ko X lit--m$L r com 9` t & Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes ull and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)mo I s at any time a -r work is commenced. CONTRACTORS SIGN, URE:: 16.BUILDING: 17.SERVICE: 18.CURRENT CODE: 15. SS OF WORK: N EW ' ELRESIDENTIAL U;0f`i FLORIDA BUILDING CODE- •lEW INSTALLATION -,� ❑REPLACEMENT OF EXISTING SYSTEM ❑EXISTING ❑COMMERCIAL MECHANICAL ❑ALTERATION/ADDITION TO EXIST SYSTEM ❑OTHER ❑ REPAIR MECHANICAL EQUIPMENT TO BE INSTALLED: 19. HEAT: ❑ SPACE ❑ RECESSED CENTRAL ❑ FLOOR BURNERS: 20.AIR CONDITIONING: ❑ ROOM girt ENTRAL THICKNESS: Ir 5 MAX CAPACITY:I?ICJ cfm 21. DUCT SYSTEM: MATERIAL: t�C>1 22. REFRIGERATION: MAX CAPACITY: cfm 23. COOLING TOWER: CAPACITY: gpm 24. FIRE SPRINKLER: NUMBER OF HEADS: AUTOLIFT: 25. LIFT SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: 26.COMMERCIAL HOOD NUMBER: MASONRY: 27.FIREPLACE: PREFABRICATED: 28.IRRIGATION: ❑ PUMP ❑WELL ❑ PIPING ❑GAS WATER HEATER: 29.GAS PIPING: #OF OUTLETS: ❑GAS AHU: 30.OTHER-SPECIFY: SOLAR HEATING, BOILERS,UNFIRED PRESSURE VESSEL,HEAT EXCHANGER VALUE FOR OTHER ITEMS: OR COIL IN DUCTS ETC. 31.COOLING EQUIPMENT: AIR CONDITIONING,REFRIGERATION EQUIPMENT.CONDENSORS.ETC. APPROVING ODUNER MODEL# MANUFACTURER TONS AGENCY OF UNITS DESCRIPTION / y77v•2 3030 C©.tp -ri2'' - J ConD 7 '"''--- '- `[ � � .3 32.HEATING EQUIPMENT: ; ; ?:,` FURNACES,BOILERS.FIREPLACES,AIR HANDLERS ETC. APPROVING OF MODEL# MANUFACTURER BTU AGENCY.,OF UNITS DESCRIPT•N V A `I' �� oex L( �L���` C� 33.TANKS: A'P •VI Y' LIOUID SERIAL# AGENCY NUMBER GALLONS CONTAINED MANUFACTURER COAB FORM BLDG03:REVISED:8/13/2007