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Permit 160 Belvedere Street St CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000619 Date 5/07/09 Property Address . . . . . . 160 BELVEDERE ST Application type description SIDING PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3155 ---------------------------------------------------------------------------- Application desc SIDING/FACIA/GABLE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MCNEILL PERMALAR INC. OF FL. , INC. 160 BELVEDERE STREET 8841 ATLANTIC BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 721-2227 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee 25 . 00 Issue Date . . . . Valuation . . . . 3155 Expiration Date . . 11/03/09 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total 25 . 00 25 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. WINANCIA%.PQINI INC.C-'>APWY 110fife of Commencement JPRILPARZ 10 DUPUCAT91 To whom it mav concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. x <F- / e I Description of property ------------- t;L/11-2- ------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------- General description of improvements ------ -X- ----- -W- ------------------------ I-------------------------------------------------- Owner --- - ---------------- Address --- ---A- -------- Owner's interest in site of the improvement ------- "C----------------------------------- Itt Simple Title holder (if other than owner CITY OF ATLANTIC BEACH SIDING PERMIT APPLICATION Job Address: 1yfZ1S0Le— Date: A0 Owner of ProT4;� XIT IA- Address: Z,0� zyz Zlve el"oe F— 104e' Tel ephone: Legal Description: Block Nuwoer: Lot Number: Zoning District: Siding Contractor: Afx Contractor's Address: Telephone: FM Describe proposed use and work to be doe� -jg�.O/-//r-/ f q IFL.#4 I rft— SER. C-D r--r-i Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriat . Incomplete applications may result in delay in issuance of permit. Step 1. Attach detailed information on product to be used. Step 2. Attach details concerning attachment of product,i.e.,fasteners,etc. I hereby certify that all information provided with this I*ca ion is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and bow the same to be true and correct. All provisions uf 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 ofany federal,state or local rules,regulations,ordinances,or laws in any manner,includingthe 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, the/p6�K�nd supporting data have been or shall be provided as required. Signature of Contractor: Date: 7-d 800 Semin 'g07 R DM CO FQA()01WjC0 *fiqJANfL' C% 141- 00 Fa c-beac us Page cr"WAYLAMftmAIM SEE PERMITS FOR ADDITIONAL Revised 1/17/03 InREQUIREMENTS AND CONDITIONS. I Fil F PUY CITY OF ATLANTIC SMH 1100 SEMINOLE ROAD,ATI.ANTIC SEAC'K Fl.3= OFFICE:(904)247-5826*FAX NO,:(9D4)2474W SUILDIINIG-DEPTOODA111.1.113 BUILDING PERMIT APPLICATION DUVAL COUNTY I - U0 V5e.WeiJere, St NEW KJILDM DEIVIOLITION XRESIDENTIAL 8LOCK,jSL18DWION 4at�Ctj'r 13 ADDITION E3 CONVERTING USE J13 COMMERCIAL TERATION ACCESSORY BLDG. REPAIR POOL I SPA 0 YES 0 WA Convert CaVE2ri 140 narme, 13 movE E3 OTHER ArNo &NAME: AW MAW: V7, pe'lk-Atim T-r\c., E LOMELI, pail-kcs, R-A AME ME M' tAe-)i L0,04�CC50V1 CSM ecAts 10.ADDRESS: 26.STATE OF FLORIDA LICENSE NO.: jNF\ 000r,,1+q(0 1410 25.ADDRESS: V_-)o-Tat1ebrov4 hve 193,v se"Inek, V4 muwnc vx" K322M -TOY- �:L 32_2�102_ Wctvrh(,�C6�OZZ33 I i.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 120.FAX NO.: 27.OFFICE 23.FAX .. ELog 2j4l 0104 b133200I-10q-1&8qLt1 q 0 q Ct UM w, 13,JPHONE: 21.CELL PHONE: 0� ,q -6 CoLt wi 9w "M qfp?- (03(02 14,EMAIL ADDRESS: 22.E DRESS' ADDR �&JjM CYSOJIG kCNtr01eVM,f0f4 7 31.NAME: 33.NAME: 35.NAME: NIA k WIN 32.ADDRESS: 34.ADDRESS: X ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I car* 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 jurisdidw. This permit becomes null and void if work is not commenced within six(6)months, or If construction or wo*is suspended or aberidoned for a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Elecitticall Work,Plumbl!g,Signs,Wells,Pool&,Furnam,Sollers,Heaters,Tanks, Alr Conditioners,atc. OWNEWS AFFIDAVIT-I certify that all the foregoing information Is accurate and that all work vAl be done In compliance with all applicable laws regulating Construction and zoning.I YAN 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 Wilding official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. signed: Date: Before ff.*this day of UbgL",4 200ginewcounlyof Be.me this LA/V&0_ �j —2D09 In the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared a !S k&\* k V* yv\C�)v Q_ -5 C..6:r-r- )i A-&Z he&S. hw1n by himself/herself and affirms lhat all statements and declarations we herin by himseff/twerself and affirms that all statements and declarations we in*and accurate. true and accurate. Notary Public at Large,State of 05j�.county of M2",P,3 d.�_ Notary Public at Large,State of 4J A4 C(Xjntyof MlGionslly Wwwn Gfin Knom t 13 pm&ww wermosoon E3 Pro&wad kww&auw- Notary Signature: Li-IQ-t 11 A A wLr�l Notary Signature. Ott A Q�� cz \j JOYCE CO ON DFORCODECO JOYCE COLLISON C.2 didda Notary Public-Sta of Florida OF ATLANTIC B my C ry Public-State of Florl L&j 2009 SLOW mission Expires Aug 7,2009 Aug 7,2009 E PERMITS FOR ADDITI .i mmission#DD 457577 sS Commissibon# 457577 UIRF_MENTS AND CONDI d By National Notary Assn. 'OFF", Bonded By Nationa otary Assn. 110.11 - -- - - - _ _7 DATE: J PRODUCT APPROVAL ESFORMATION SHEET FOR THE CITY OF ATLANTIC BEACMj FLORIDA Project Name: carvor� Pnd0we --T1m- M(- t�QA Permit # Project Address: As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable fisted products. Information regarding statewide ct apprm*may be obtained at:www-floridabuilding. . Pro L Categ7ory/Subeategory Man=arer Pr' duct Description Imitation of Use State# Local# Cat ory/S1 X rA.EXTERIOR DOORS 1.Swinging 2. Sliding 3. Sectional E—M CL (""-;TCkraq(Z 1200y, 3o2- 4.Roll up 5.Automatic 6.Other M%TqDOWS 1.Single hung 2.Hodwrital slider 3.Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Windbreaker 11.Dual action 12.Other Low# Category/Subcategory Manufacturer 'Product Description Limitation of Use State# C.PANEL WALL 1. Siding �TOL Re 3 5*41yk!� 2. Soffits 3.EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10. Synthetic stucco 11.Otha D.RWFING PRODUM I- jyhalt t!nees 2.Underlayments 3.Roofing fasteners 4.Nonstructut-al metal roof 5.Built-up roofing 6.Modified bitumen 7.Single ply roofing 8.Roofing files 9.Roofing insulation 10. Waterproofing 11.Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof 17.Other Category/Subcategory Manufacturer product Dewjiption Limitation of Use State# Local# E-SHUTTERS 1.Accordion 2.Bahama 3.Storm panels 4.Colonial 5.Roll-up 6.Equipment 7.Other F.STRUCTURAL COMPONENTS 1. Wood connector/anchor -S 1�L 2.Truss plates 3.Engineered lumber 4. Railing 5. Coolers-fivezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other ......... G.SKYLIGHTS 1. Skylight 2.Other Category/Subcategory Manufacturer Product Description =mitadon of Use State# Local# H.NEW EXTERIOR VELOPEPRODUCTS I. - 2. 1 - I In addition to completing the above fist of manufacturers, product description and State approval number for the products used on this prqject� the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with tins Product Approval Sheet. I cer*that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other dian the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) (Signature) S> Al S i ( ATL3rfttAA w,- Company Name: efio�al m T S co ft La m �e v-s o r\ r Mailing Address: poc) City: ah)90 11� State: _Zip Code: G 2, -7 96? Lf Telephone Number. Fax Number q0q ) Cell Phone Nwnber: -E-mail Address:5 LCAY`1�0-1 0 V\E f-,�TO jap Ito 57 all oil e PIS "i I- al 1 ru LISP ix, Ln ail PIC ime I R 5-,qj a I AII 46 is's 00 I rpp pp, top 611:111 12 fill i a" in' OIL f. 1� 3 i ml TT 10 M 1p if crr Tt IS; -11 1 1 r- 3 ILI, SUN 61cl ro "0- U F TABLE I TABLE 2 STRUT SPACING WSED ON RECOMMENDED SECTION DOOR SECTM HEIGHTS DOOR MIRAW" 70P HEIGHT Btrn 1#2 1 #3 04 #5 06 #7 #8 HEIGW A :: B C D E F G 1. T 1W V 21-121-121- 21- 21- 21-F21* 21" 66" 18 114' 36 Ifir 54 IW 67 10 W -W 1w 21" 1 T 21* 21' 21" 21' 2 1" IfW- 18 lfir 39 IW VO Vr 73 1/2* T 21" 21' 21" IT 18" IT 18' 21* 7 W 15 114* 33 114" 51114" —1W $1" 18. 12'W 21" 18" IS' 1W 18" 1W 18" 21* Is We WWW WiW 72 1/4" 185 11r 12!(r 21" 21' 21" 21* 21' 18' 21" 9 W 18 Ile 30 1/4".80 IW 78 1/4". 911/7 lI'W 21" 21' 21* 1W 18"1 IT 21" 91 15 114" 33 114" 51 Ile 89 11,V 67 1/4!' 9sr Il'O" 21" IT 18" IS" 18' IT 21" 96" IS 1/4' 38 19" 54 1W 72 1W 90114" 103117 1& 18 1W 39 IW W—19- 78 114r 90 11V 109 Ur la W 21"121-121- 21- 21- 21-1 law 181/4'N—1W W WW FIR 1-47 M' 115 1/r ICY 0" 21* 21" 21* 1W 18" 21"1 11' 18 114' 36 IAC 54 IW 72 IW 90 IW 108 Ife 121 IIT gr ijr 18* ir is* ir 121*0 II'W 18 Ile 39 IW 60 1/4" 78 IM 98 IM 114 IW 127 1/2* 9 cr 18" Ifr IT Iw IT is" lz 18 IW,30 IW,80 IW 81 IM 102 IW 120 Ile 133 lir v W 21" 21* 21" Ir 21" 1211- IS 1/4-135 1/4-154 1W 72 Ifif 90 VC 108 Ile 1261/4' 139 IIF 6 T 21* 18" IT IF-2-1-1 IT ISI1ej39I14!'j8OIW 781W 98 I1,V 114 Ile 132 W" Ir r tr is" lir I le"I ITT 18 1W 139 1/4-100 IW 81 IM 102 I1,V 120 Ile 138 114- 1511 r 0' 121' 21-121-121-1 I* .181/4-130IM-100-'-- BIIW102r/4-' 1231/4-1144114- 1671r-r VT 121-1 IT 1 IT 121-1 TABLE 3 TABLE 4 cdW TRACK ATrACMENT SPLICE secum Ceftor sme LOGRUM Max Dasign I Oaft HEIGHT A 8 C E F I G S P"Type NOMEW tm Let ANUAW &W 10' 3w 50" 7U' Vfth Edp) Pogo* Nagww 7 l(r 3W Sr 7W M OISF) (PSF) --f'T e 28" Sr 7W 90 Short 0*SWRIft 48.000 21.4 2rx3 9 IT 34" Sr gr go Lory 48.000 21.4 25.3 V W JV 2W -grW-- W 92 Stat Oak Surmt 49LOOO 2EX9 2468 1 9 ICrl3,C WISr locr 1 92 LAM 49.000 2OL9 248 9T 4" 2w Sr 76" 10(r lor 94 Short,Oak S"M saom 2D.5 243 I(Y 1T W sr ar low 112" Er 4 LOM sa0w 2D.5 24.3 I(Y W 47 2r Mr 7W 10(r lIW 96 Short,Oak Surmd 51.000 2D.1 2&8 'T—— 1 12W' go 51.000 2D.1 23.8 If i(r 3-c sr or or LOV 11-T V IF 15F-*r TW—T2--4'4 13(r S'8 Short Ook SMM SZOOD 19.7 2a4 12 1 i(r W I Sir 82- 10V 13(ri 13W 52000 IR7 214 I IV 101r 24" 147 610 Short,Oak Stm,..O 53.000 19.4 22-9 4w L01V IT l(r 6ir er Ow 13W 1 910 MOOD 19.4 229 10 0( (r r 1 IT T 4! 28" 124"148" IW 90 short,Odc SmIrm 5000 ISLI He W 14' 34- Sr 82- 108' 130'16C 16cr g 0 Lq-v 54.000 1_ 19.1 27-6 C-ION Q JjE uv Paolo== QPNWAL R�mamm ljj j it 3 U t1W"M SO .......... -g —iz ov qv SE"ON 8-8 m"ft.mc-4cm-le"am aclum aAnW a TW==oM IM IM IM PW. BY 0"019M UP 10 MM(4)MWO WAY K*MMUD N f ONE girnOOZ GWO 1K MODIL N06 M OR 9W CMWJM TVA*"VVW 1f4'X WW WK WAD 3CKW AT VND AM CDM V" WTMKAL RORT PMU MAZO=nW MW AND STILE LAYOUT vac-40*-Isa-ts cm AMW Q%2m tm2xm L"P*AM GLOW IN IM� DOW IM=T VW+5&7 FW AND "I PW- 11Y OMViAWDK UP It 7W WAY Ot WrALLED IM ow Omm Im mm na m cm m Do=commom Pa r gmp.STNT MATO AT THE YW WON OF GAM3 3MM IW X V4-NO L'WOO- u 3"Am"MiT,DO NO CEDOM WAM� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department., 800 Seminole Road Atlantic Beach, Florida 32233-5445 02 Phone(904)247-5826 - Fax(904)247-5845 61119 E-mail: building-dept@coab.us City web-site: hftp:/ANww.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Pjpaftent review required Yes /1 No �Building .2 V Property Address: &� Ald,dt ..ig &Zoning ,01 J7 Applicant: /le 7-1v hio" A Tree Administrator Public Works Public Utilities Project: 0 6-0 V�fr �IIMP4_7- r-01 g6l—'416 Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: U�Approved. [—]Denied. (Circle one.) Comments: cii�� PLANNING&ZONING Reviewed by: ��M Date:c4;W7JQ IV TREE ADMIN. PUBLIC WORKS Second Review: DApproved as revised. FlDenied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: []Approved as revised. F�Denied. Comments: Reviewed by: Date: NumbeW Paqw I Recorded 02=120W at 10:39 AM. JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 NOTICE OF COMMIE] Swe'af V:Iorkja Tax Folio No. Cointy of- D,V\W— TO Whom it May Conoco: ,U=&Wpa baeby info=you"Wmpmeawats will be roaft to cartism md PqwtY.wd in S=Tda=wl&SeWOu 7 11 of dw naida Swusc*ft following inhrmation sw in this NOTISE OF COMIff , (2 LAW Damption of peopaly b"unpove& io C,V I -Sec, 1— invirove&I luoAvrp C4-- AA-Iftfrbr. MPA Addrew ofpsopaty being iwpovo& 60 1� a, --- ' I Szh ii Cowil dmdpdon of hoprovi Cahuext !�A !13 ar 4-j M& Add"= OVAM. ka owileeskkmainswofdwinwovewrmt �-ek Fee,Sumple Titteholder(if odkor dM oww)* Nam: C. Addrew- c) -vr-k ke m r T.**.N.: -LO Q Fax No-PCM 19(9 X44 &ugly(if any) Addrcu; Amount of Band$ Telq*aw No: Fax No: Nam and addrm of my pnon mpki,2g a low fi)r the aumdon of the improvements Nam: A Address: Pbone No. Fox No; Nam of pmm witbin&e State of FlnridiL otber d=bhoself,designated by o%ver upon wbona notices or otbar domaments;may be urve&, No= 'SCA A4drew-5 -.1-1 A& t'-,4 3150-t 9PECA '5Z-2SQ Tokowe No-IR04 ILD 194 0 — Fax NoA04 2a-1 1540 — In addadw to bun=K ownw desspaw the following pwou to reedve, a copy of ft Limes Notes as provided in Scation 713.06(2)(b),Flosids SwkwL (Fill in at Ownees opfim) Novic; Address:- Talephm No: Fax N40: Fjqftdm dam of Notice of Cormnewctmmt(ft cKpintion daft is one(1)yar from the daft of reconfing uWcss a differcut date is fil"Ciflary. TMS SPACE FOR RECORDERS USX ONLY OVMU Before me this__jak'tT1- day of tLL&_%44,4,4 in The County of Duval,Suft JOYCE COLUSON Of Florida,bw parsondly jpwW= 1%4&,A& ftC-Sj fS NotavyPUblic-IMUMINICIM Noguy Public at L&xge,Sum of Flqriih�Cgunty of Daval- My conwwossim WasAug 7,2W9 MY commission 9--7-.Oy CoWdNdW#0D4575?7 Pmamally KWWIL -Of produced 1�ch� d&wA.X)-� ZOO/ZOOd WVZ04� 60OZ 0Z qaj RvB-981-v06:x2j wmlObAd ON K.C. Petroleum, Inc& P.O. Box 60742 JacksonvUle, FL 32236 IL� I FACSIMILE TRANSMITTAL SHEET FRO)A- To whom itmayconcem Scott L=6e tson 001WAM: OATE (:Ity of A*aific Beach 2-20-09 FAX NMAEP., FAX NUME- P 247-5845 (904)796. 8441 PHONE NUMER (%4)693-32W RE; TOTALNO.OF PAGES INCLUDING 00VEAL' Notice of Conumnecinent 2 0 uwwr xFoRnviEw IZI PL9ASF COMMENT PLEASE UPLY 0 PLEASE RECYCLE Please find included in this fax the recorded NOC for permit#09-0224, Thanks for your help in this matter. Scott Lamberson K C Petroleum Inc 509-5781 cell ZMA00d W0:4 60OZ OZ qaj tVV8-98L-V06:x2j nlObAd ON Ljlj t. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000704 Date 6/23/09 Property Address . . . . . . 160 BELVEDERE ST Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc concrete drive, walks,patio ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MCNEILL OWNER 160 BELVEDERE STREET ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/20/09 ---------------------------------------------------------------------------- Special Notes and Comments ALL CONCRETE RIGHT OF WAY 4000 PSI 5 INCHES THICK THROUGHOUT THE APRON ONLY ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC REACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach AF31PLICATION NUMBER Building Department (To be assigned by the Building D artment.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-58�1--��'-' �9 E-mail: building-dept@coab.us Date routed: City web-site: hftp://www.coab.us APPLICATION REVIEW AND CKING FORM Property Address: Sr Department review required Yes No Building Applicant: 6gA,,,4 Planning &Zoning Tree Administrator Project: Auu-b-lic Works Public-ldtffiffies Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date - — -- — - of Permit Ve- ied 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: OApproved. �Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. -]Approved as rf wised. Denied. Second Review: [ 14 PUBLIC WORKS Cornments: / )w PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: . FIRE-SERVICF-S Third.Revtew: ElApprove-d-as revised. FIDenied. Comments: Reviewed by: Date: Revised 06M4109 14- P_ r\j�-A CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Air r Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMITP)CO PLETE SETS OF PLANS WITH APPLICATION. --- 7 Date 0 PERMIT# Job Address ISSUED BY THE CITY Permitee: 1EIS _,t�ft"7-�Vhr 00,VQ6&7-e:" Telephone 30 C) ) -7,6 Permittee Address: /Z 2,6 0 A/V1 1,e, Requesting Permission to Construct: e�,,�Vcee-,7 Location: (Reference to Cross-Street) 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 ( No ( Date: Bell South Telephone Company Yes No ( Date: Ferrell Gas L31 11_�, Yes ( No Date: Comcast Yes ( No Date: 2. Whenever necessary for the construct pair, 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 k4 authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be G performed under the supervision of I _((Mtractor's Prq-JL!,�, a3L Superintendent) located.at Z/26 Q .ZW-('W&er' padl,94 6 -)0 4. Ail materials.and equipment shall be subject to inspection by tKe Director of Public Work 5. Ali city-property shall be restored to its-original -condition as far at practical, in keeping with--city-spe&fications and the manner satisfactory to the city. S. A sketch of plans covering details of this installation, as well as, a copy of a regent suEmag shaUe-made a of this permit. Calculations showing any increase in impervious area on owner's lot or in the C1 Riaht of Way are to be included with this application. 7. guUU1 d d Q5 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-uponc-ompletion.----- ,- --- OWNER �j' 114 02A/F/i�_ x r te: Siqned:"�� C�r� vu�" Z/� 9 Before me this (a — day of ZZW)!� in the )UV21, State Of Florida,has personally appeared V2=6F� 24- -IW174 Notary Public at Large,State ofFlori County of Duval. MYCOMNIXIN1100417M My commission a-pir Personally Kn rz- ;0 EXPIRES:J*Z 2011 ,Z 0 z6vj4� 1.1-17U 5jA-7-fitl-4JU--"Sp�cebdentificatlon: SAW TWU*Wp Notpi Sw*n Impervious Surface Calculations % Formula Find Square Footage of the Following House footprint Driveway All sidewalks and walkways A/C Pads Detached Garage/Sheds Z �70 Pool Decking 6-5-0 Z) Patios-, terraces and/or decks Add the total square footage of the areas listed above then, divide the sum by the total lot area of property �7 C) Brooks, Nancy From: Carper, Rick Sent: Tuesday, June 16, 2009 2:14 PM To: Subject: 0�_p Ve �p 4 Categories: Nancy, the portion of concrete he deleted was in the Belvedere Street right of way and did not count against the request anyway. He has not included the screened porch on the back of the house in his impervious calculations and thus is still > 200 SF too high (53% impervious). Rick From: Brooks, Nancy Sent:Tuesday,June 16, 2009 12:35 PM To: Carper, Rick Subject: RE: permit application 09-704 Hi Rick, I know you must have a bunch to do before you leave for the rest of the week, but I wanted to follow up on application#09-704, have you had a chance to review the changes made to the application to meet the impervious requirements? Thanks, Nancy From: Carper, Rick Sent: Friday, June 12, 2009 2:11 PM To: Brooks, Nancy Cc: Graham Shirley Subject: RE: permit application 09-704 Nancy, I have been out of the office all day, til now. Lots to catch up on, getting Addendum to Royal Palms bid out today. Monday is more probable. Rick From: Brooks, Nancy Sent: Friday,June 12, 2009 10:33 AM To: Carper, Rick Cc: Graham Shirley Subject: permit application 09-704 Rick, Keith with Ferries came in today to resubmit the above permit application for 160 Belvedere St. He changed his scope of work to adhere to the 50%impervious requirements. I told him I'd getthisoverto PWtoday so maybe it could get approved today or Monday latest??? Thanks, Nancy Brooks Building Deparunmit 0 5/2 '200, W 9042475843 ATLCEE4,,H �-:T TY 1,,IORKS PAGE 01/02 City of Atlantic Beach APPLICATION NUMBER Building Deparbnent (To be assigned 51y the Building DU PIrtment.) emiriole Road 1P. Atlantic 13sach, Florida 32233-5"5 Phone(904)247-5625 - Fax(904),2147. Ernail: bjIlding-deptQQoab.vs LData route;J." Cityweb-aitw http:1/ymwxoab.u& APPLICATION REVIEW AND TRACKING FORM Property Address: De amment—mview nHired Yes Np7 30ding Applicant 6 i�r�! i n Ing,&Z o n 1 n g 4 i'" - Administrator Project Safety Other Agen Date Florida Dept, HoMe Dept.of a St.John w Army Corps of DM.-innrAH Sig, DMskm of Alcohor' Other "LICATION STATUS Reviewing Department Flfst Review: FlApprovr�d, (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewmi by: Date: TREE ADMIN. Second Review, FlApproved as revised. Pimnied, PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: FIRE SERVICES Third Review, L�]Approved as revised, ODenied. Comments, Reviewed rate,___ Ravisild 05114109 c�7X- CITY OF ATLANTIC BEACH M-� CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 300 Seminole Road 904-247-5800 Atlantic Beach,F-brida 32233-5445 Fix 904-247-5845 PLEASE S=ETE SETS OF PLANS WITH APPLICATION. Date PERIV11T# SSUED BY THE CITY Job Address Zi�_.L k/�:C_1�� 7 F, Permitee: 0'04'CA?& Telephone#(?OK2 Permittee Address: AIVI L�t, t�- 4Z ;/c Requesting Permission to Construct: Location: (Reference to Cross-Street) 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 ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) 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 v4 authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of 11 Pi 1012 (Contractor's Proje— -4 Superintendent) located at Rdn�0 T e I e p h o n e '1:,26 -4 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 414 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 gLty Right of Way are to b2 included with this application. 7. This permittee shall commence actual construction in good faith with 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. 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 star-�Lng ',vork and 3gain irnmedi3tely upon completion. 2? 1 7�041 E.HELMN MY COMMISSION#00$87295 '-XPIRES:July 2,2011 0, d'Aw r)(u mpt Nowy gr*46 2 P)-T TI; 05/"'1'3/20jJ9 08: 4�1 9042475843 ATLCBEACH 12ITY UORKS PAGE 022102 Public Works Plan Review Comments Date: _'5111 'iO Initials rMled NaimtVA.ddrem; &�Ljax&e 'ST At hodkSok �'C A I CM C, policAtion ng-'. Owmenvq� Provide impervious surface calculations. i Pr�id�eroTicm and sediment control plans with-histaVation details and mainten"--,Ce schedule. Provide drairutge plaw shoAing site topography (flow arrows, etc.) I P.-ovide cotisb-uctioa site rnauagement plan, iiiclUding Right-of-Way Permit if I-p1hi-9f-way for construction Provide a pre,=struction topograpMc survey prepared by a Florida Licensed Professitanal Laud Surypyor, showini., I� contours. Section 24-06ib) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required, 13 Der Section 24-66Q2). �Sec attached info. Sheet'4� i If on-site storage is required, a post consttuctior,topographic siuvey documerting 0 2roper construction will be required. A Right-of-Way Permit rawst be obLeined for use A Revocable Encroachment Permit.must be obtained. 13 Pool—Wellpo int(if used)must discharge into vegetated area 10' rnir�muw.from street or draimge feature (swale,strwum or lKao2n All concr,_�Ite.chiveway aprons must be 5 inches ftck,4000 psi,with 56ermesh -line. Reirbrciug rods or mesh are not the edge of the pavement to the propeM7 f [allowed in the POW(Commercial driveways-6"thi�jk ._ Any utilior cuts,in the road must be repaired using COJ Standard Detail Case X anj__T_ must be overlaJ 10 feet in each directiop from-the center of the cut, Repair mu%t be I shown on the Oans. P--Roll off container comparty must be on City approved list and c" not be placed on City right-o 1-way. 13 13 E3 To: rERRIE, S DECORATIVE CONCRETE INC Attn: KEITH HELTON Voice: 9047682300 Fax: 9042786SBS A*: positive Response From Central Locate Service important message from Central Locate Service replying to your request to have areas located that are outlined in your ticket. Ticket: 148900093 County: DUVAL Place: ATLANTIC BEACH Address: 160 BELVEDERE ST CCTV03: Comc&st facilities have been mazked for the location described in your ticket request if you have any questions, please do not hesitate to contact Central Locate Service at 904-296-7754. I ECC' - Poop' e s -,a i To: rzRRIE' S DECORATIVE CONCRETE INC Attn: KETTH HELTON Voice: 9047682300 Fax: 9042786588 Re: important Safety Message We are responding to your request to locate our underground facilities in an area where you are planning excavation or demolition work. The following is the current status of our facility marking in the area specified in your notification. Ticket; 14890OC93 County: DUVAL Place: ATLANTIC BEACH Add=exz: 1-60 BELVEDERE ST PGSJAX (Gas) : We have investigated the excavation location described in the ticket identifiec above, and have determined that there are no Peoples Gas facilit'iel in the area. Thank you fox notifying Sunshine state one-call of Florida about your �apcoming excavation. please wait two full business dayx to allow us to mark our facilities . On the job site, take precautions to protect all maxkings. If markings are no longex visible, or you have questions about them, stop excavating and call us at 877-832-6747 . To find the exact location of our pipelines, hand excavate the tolerance zone, which is 24 inches either side of the temporary markings. S t 3e677E .2031D, S,,�n3h- CONFRM 00001 CALL SUNSHINE 05/428/09 01 : 02:16ET 148900093-000 STREET Ticket : 148900093 Rev:000 Taken: 05/20/09 14 : 57ET State-, FL Crity; DUVAL GeoPlace: ATLANTIC BEACH CallerPlace: ATLANTIC BEACH Subdivision- Lot: 58 Address 160 Street EFLVEDERE ST Cross 1 DAVID ST within 1/4 mile: Y Locat: 160 BELVEDERE ST FACING THE PROPERTY LOCNIE FRONT, BACK AND RIGHT SIDE OF HOUSE Remarks : CALLER GAVE DAVID AVE CENTER MAP SHOWS AS DAVID ST LOOKUP BY ADDRESS Grids 3019BB124C Work date: 06/01/09 Time: OB:OOET Hr-- notc. ifj. category. 3 L)Liration: 01 WK Due Date : 05/29/09 Tin�--: 23:59ET Exp Date- : 06/2f.>/09 Time: 23:59ET Work type: CONCRETE WORK REPLACE DRIVEWAY Boring: N white-lined: N Ug/Oh/Roth: U Machinery: N Depth: 5-61N Permits: Y PENDING Done for SHEILA MCNEILL Company FERRIEIS DECORNfIVE CONCRETE INC Type: CONT C o a dd.z:, 11260 DINSMORE DAIRY PC, city JACKSONVILLE State: FL Zip: 32218 Caller KEITH HELTON Phone: 904--768-2300 Contact DAN FERRIE Phone: 904-768-2300 BestTim#-: ANYTIME Mobile 904-226-4559 Pax 904-278-6598 Submitted: 05/20/09 14 :57ET Oper: ANG Chan: E4 llbrs c;AF3457 CC'TV03 (,,7B771 FLP539 JE1359 JEA JEA.773 p(.�sjAx SBF17 LSI-101 City of Atlantic Beach APOLICATION NUMBER ena ment.) Building Department (To be assigned by the Building D 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845, E-mail: building-dept@coab.us Date routed: City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: &� ' VtM Jr Department review required Yes No DEL Building Applicant: 6LA,,4 Planning &Zoning r Tree Administrator Project: ��A-w 16 i ;0�ulb_lic Works-) PuMie-Utilities Public Safety Fire Services ReVi6W-fee bep-ttignatu'r6'i'' Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St-Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [:]Approved. �Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: E]Approved as revised. [%Denied. PUBLIC WORKS Comments: /j�;.,_ PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. FlDenied. Comments: I Reviewed by-.4'X�e7_�" Date: Revised 05/14/09 Is -S- Z F q;,ea L.:T Ao ��%C-T 0 t-� 1.S,DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT FEDERAL HOUSING ADMIH61RATICIN Foirn Approved FHA Focm 2005 For accurate registtt of Carbon COPiCS, form VA Form 26-1352 may be separated along above fold. Staple ONIB No. 63—ROOSS Rev. 2,75 completed sheets together in original order. Am f"111,111 OF 1111ATERIALS No. Z] Proposed Construction DUCRIPTKA19 (To be inserted by FKA or VA) C] Under Construction State Proloerty address Be i yedere St Mortgagor or Sponsor (Namr) (Address) Contractor or Builder (Narne) (Address) INSTRUCTIONS 1. Far additional information on how t�is form is to be submitted, number required, then the minimum acceptable will be assumed. Nork exceeding of copies, etc., see the instructions apolic=-ne to the FHA Application for minimum requirements cannot be considered unless specifically described. Mortgage insurance or VA Request for Dete��inction of Reasonable Value,as 4. Include noaltemotes,"or equal" phroses,or coirtradictory items. the Cos& may be. (Consideration of a request for acceptance of substitute materials or equip- 2. Describe all materials and equipment to be used, whether or not shown ment is not thereby precluded.) on the drowings, by morking on X in each aazar3priote check-box and entering 5. Include.signatures required at the end of this form. the informorion called for in each space. If s'pace is inadequate, enter 6. The construction sholl be completed-in compliance with the related -So*misc." and describe under item 27 or an an attached sheet. THE USE drawings and specific:it-ions, a s amended during processing. The specifi- OF PAINT CONTAINING MORE THAN ONE HALF OF ONE PERCENT Description of Materials ana the applicable Minimum *HT IS PROHIBITED. cations include this LEAD BY WEIG 3. Work not specifically described or shown will not be considered unless Property Standards. 1. EXCAVATION: Sandy Loan Bearing soil, type — 2. FOUNDATIONS: Footings: concrete mix 2500 PSI strength psi Reinforcing ( 2) #)<rods Foundation wall: material Norwegian Brick one b�� 6tt M Reinforcing Interior foundation wall: material Party foundation �;all Columns: material and sizes Piers: material and reinforcing Girders: material and sizes Sills: material Basei-nent entrance areaway Window areaways waterproofin Soil Poison Footing draim Termite protection Basementless space: ground cover insulation foundation vents Special foundations Additiortal information: 3. CHIMNEYS: 2--laterial Prefabricated(Piake and size) Flue lining; material Heater flue size Fireplace flue size Vents (malerioil and size): gas or oil heater water heater Additional information: 4. FIREPLACES: Type- 0 solid fuel; 0 gas-burning; C]circulator(make and size) Ash dump and clean-out Fire-place: facing lining hearth mantel Additional information: 5. EXTERIOR WALLS: Wood frame: wood grade, and species #SYP jS Corner bracing. Building paper or felt Felt Sheathing thickness width solidi �C ,�sfaceA—" o. c.-, El diagonal; Siding Cedar grade C type SH size -- K ; exposure—"; fastening nailed- Shingles grade—; type_; size_; txposure�"; fastening I Stucco thickness—"; Lath ; weight—lb. Nfasonry veneer Sills Lintels Base flashing Aw�nry: solid 0 fared 0 stuccoed; totial.�wall thickness facing thickness—"; facing material Row1ock Backup material th�m9l:an bonding Norwegian Br —ia-ie' Base flashin Door sills I - Window sills RoWlock..119r/ I-11 is P.T. 1X2 s rilDs Interior surfaces: dampproofing,— coats of furring Additional information: Exterior painting: material number of coats.— Gable Aall construction: F] same as main walls; C3 other construction Frame Wall aboVe plate line 6. FLOOR FRAMING: jotits! wood, grade. and Species other bridging anchors Concrete slab: F1 bascment floor� ��- first floor. Q ground supported;0 self-supporting; mix 2500 PSI . thickness DESCRIPTION OF MATERIALS 9. PARTITION FRAMING: Pole 2 X 1 2 Other Studs: wood, grade, and species- 21 SYP or Lodge size and spacing -_4�11—0.C Additional information: 10. CEILING FRAMING: joists: wood, grade, and species Other Bridging Additional information. Prefab Trusses 11. ROOF FRAMING: Rafters: wood, grade, and species Roof trusses (see detail): grade and species Additional information: Prefab Trusses 12. ROOFING: it Sheathing- wood, grade, anclgpccics_:�� CDX. Plywood ES solid; 0 spaced O.C. r Roofing-- Ashpha hi-,zles grade size 12x36 ; type Underlay Felt weight or thickness:��E, fastening Tin T Built-up roofing number of plies—; surfacing material Flashing- mlateriaj Galy. Steel gage or weight 6 C1 gravel stops; [3 snow guards Additional information: 13. GUTTERS AND DOWNSPOUTS: Cutters: material gage or weight size shape Downspouts: Material gage or weight size shape number Downspouts connected to: [] Storm sewer; sanitary sewer; [] �ry-well. [] Splash blocks: material and size Additional information: 14. LATH AND PLASTER Lath 0 walls, 0 ceilings: material weight or thickness Plaster: coats finish S .1. 1 Dry-wall e9 walls, cet ings: tertal 92T)SIM BOard ; thickness finish Paint joint treatment Tu,- -Mpill 15. DECORATING:(Point, wallpaper, ek.) Roo.ms WALL FiNisH MATERIAL AND AppuCATION CEILING FINISH MATERIAL AND APPLICATION Kitchen Pa irit Texture Bath Wallpaper & Paint Texture Other Latex Paint Texture Additional information: 16. INTERIOR DOORS AND TRIM: Doors: type Flush Holl W Core material LUan thick.,. Door trim: type Stock material Fir 3tock Fir Base: type material size Finish: doors seal & 7a-Y—nish trim Semi-Gloss Enamel Other trim (item,type and location) Additional information: 1 7. WINDOWS: Windows: type S i ng 1 e_Hu make Kinco _; material Alurainum sash thickness .06L� Glass: erade SSB 0 sash weights; abalances, type- Spring head flashing Int e�zr al material— Paint— _; number coats 2 Trim. type Gypsum Corner Bead Latex Weatherstripping: type Integral V i r-71 material Storm sash, number—. Screens: 0 full;-E] half, type number screerr cloth material Al=i nun Basement Windows: type material screens, number—;Storm sash, number Special windows Additional information: 18. ENTRANCES AND EXTERIOR.,DETAIL: Fixed 'Panei Main entrance door: ma terial a ne 1 e d width thickness!_—I& Frame: material Fir thick.n 5/—L,, Other entrance doors: material—Fir width 2 t 811 ;'thickness1_—_V'h Frame: material Fir thickness.5ZL11 Head flashing Weatherstripping: type V—invl _; saddles Aluminum Screen doors: thickness_"; number_; screen cloth material Storm doors: thickness_"; number Combination storm and screen doors: thickness number—; screen cloth material Shutters: E] hinged; 0 fixed. Railin I Attic louvers 9 & Better Syp E.-r,'-e r i or Latex—; number coats 2 Exterior millwork: grade an(Lspeci Paint U Additional information: Yascia Woodlife Treated 19. CABINETS AND INTERIOR DEr kIL: Wood 12"Inin. Kitchen cabinets, Wall Units: rnaalCri- lineal feet of shelves—; shelf widt.. Base units: material V.ood counter top ; edging Back and end splash Laza. Pl as tic Finish of cabinets 3 t,ain & Lacquer number coats Nledicine cabinets: make model 21. SPECIAL FLOORS AND WAINSCOT: TH&EsHoLi> WALL BASE UNDERFLOOK LxicAT)oN MATziuA.L, Gowk BORDER, SIZLs, GAGE, ETc- MATERIAL MATERIAL MA rzRIAL Kitchen — 1/16" Vinr ,72, --sbestos, Til -, Sheet g-05; Alum- 14 n n C1 rnnc-nei7a B,,,h— Ceranic ile _Ear1L1_e__ Q -T Cnnnylbihp Fover 1/1611 A I i i rn� 11 n n d Cnnnrei�e_ C'4.. her Carnet-Life-StZie h�E 1-ionder Alun. . 1,1n n(i n.-o p 4-r, ' _r')G�) ) HEIGHT HEicwr ir4 SHowtits LocAnoi,; MATERIAL,COLOR, BORDER,CAP.SIZES,GAGE, ETI_ HEICHT OvEit Tus (FRou FLOOR) Bath 2 Ceramic tile Tub 8. Floor Badiroorn accessories: 0 Recessed; material number— Attached; material C e'rnm c numb2 1_bat� Additional information: 22- PLUMBING: FixTuitz Numsest L=Anopq K4Axz MFR's FIXTURE IDVMFicATior4 No. SIZE COLD& Sink __,I_ Ki alipn, . .. .El 1,-.qZ r-R3322 33-22 S cz Lavatory - 2 Bath 18. �' Lao i i-a Water closet 2 Bn i-,h I kf) Rri ggg A21n T,T;n 1 4-- Bathru 2 Bathel& ? Bri��s 2202 'w-ita Shower over tub'�__ Bath 1& ? Washerless 3100 Stall shower& Laundry trays ,L0 durtaia rod A C] Door [I Shower pan: material Water supply:r] public; C] community system; [] individual (private) system.* Sewagedisposal:.Z] public; [] community system; [] individual (private) system.* *Shaw and describe individual Vstem in complete detail in stparate drawirgs andspec-ficatiors according to requirtmenis. House drain (inside): 0 cast iron; tile; [Twther PVC House sewer (outside): 0 cast iron; 0 tile;fol,6ther T)Trf� Water piping:n galvanized steel; copper tubing; [] other Sill cocks, number Domestic water heater: type E1eCt3?iC make and model R11PPri heating capacity T-Ti gph. 100* rise. Storage tank: material G 12 capacity :�.2 gallons. Gas service: 0 utility company; [] liq. pet. gas; E] other Gas piping: C] cooking; O'house heating. Footing-draim connected-to-0 storm sewer; C] sanitary sewer; n dry well. Sump liump; make and model ;capacity discharges into 23. HEATING: 0 Hot water. 0 Steam. 0 Vapor. E] One-pipe system. O.Two-pipe system. 0 Radiators. 0 Convectors. 0 Baseboard radiation. Make and model Radiant panel: [-] floor; [] wall; C] ceiling., Panel coil: material 0 Circulator. 0 Return pump. Make and model capacity gpm- Boiler. make and model Output Btuh.; net rating Btuh. Additional inIbri-nation: Warm air: E] Gravity. [3 Forced. Type of system --Qa Duct material: supply return Insulation. thickness— 0 Outside air intake. Furnace: make and model Input Btuh.; output Btuh. Additional information: C3 Space heater-, E] floor furnace; C] wall heater. Input Bmh.; output Btuh.; number units Make, model Additional information: Controls: make and types Additional information: Fuel: Ej Coal; [] oil; [3 gas; 0 liq. pet. gas; E] electric; C]other storage capacity Additional information: Firing equipment fumished separately: E] Gas burner, conversion type. C] Stoker: hopper feed [3; bin feed 0 Oil burner: C] pressure atomizing; [I vaporizing Make and model Control Additional information: Electfic heating system: type Input—watts; volts; output Btuh. DESCRIPTION OF MATERIALS 26. INSULATION: Lor-A-i" THICKNESS MA-maiAL, Tyrr., At4 D 1.1x rmoD Or INSTAL,A rJON VAPOR Roof Ceiling Fiberglass Batts or 6:'�4 B!O-M_4 __n Kraf t Wail 3"ol;_1 Fibergiass Batt-- 1�r a-F'� Floor, 27. MISCELLANEOUS: (Describe any main..dwelling materials, equipment, or construction items-not shown elsewhere;or use to provide adcfitional information where the space provided was inadequate. Always reference by item number to correspond to numbering used on this form.) HARDWARE-(mak*, material, and finish.) Weiser Brass Finish SPECIAL EQUIPMENT. (State material or make, model and quantity. Include only equipment and appliances which are accept- able by local low, custom and applicable FHA standards. Do not include items which, by established custom, are supplied by occupant and rotnovocl when he vacates promises or chattles prohibited by low from becoming really.) Kitchen Range Hotpoint RFLL9 Dishwasher Hot-point HDA952 Smolce Detector Alarm Nutone S 180 Direct WirQ Mount Close to Gjo-_ Rar,o�e Hood Nutone V. PO POROiES: See Plans TERRACES: See Plans GARAGES: Sheetrock Cig. & Finish Stud Walls as Main House WALKS AND DITrA.YS: S Driveway: width base mat%tql, and thickness—"; surfacing material Concrete thickness 3 material—.. ... e 4". Service walk: width—; matcrial�; thickness—" Front walk: width Uoncret ; thickness Seqn: material treads--_;—"; risers '% Cheek walls OTHER ONSITE IMPR0VTM&*M* (Sp4ri&all exterior onsitt improveintnts not described elsewhere, including items such as unusual grading,drainage structures,retaining uw1b,jin",railings, and accessory structures.) LANDSCAPING, PLANTING, AND FINISH GRAVA10: Top-oil—" thick: CI front yard; 13 side yar& rear yard to reet behind main buildinF. Lawns (seeded,sodded,or s�riggrd): Z front yard 2 a e d �1,a.,d. ff., yard Sprig 201 a-070rox. Piant7mv,-.C3 as specifird and shown on drawings; 13 as follows: — s s o t e a, s—L i ibs CV__A_ .— A_:A...... " '.i; V�n tr� B & R' HEM-FIR 2x4 Top 2x4 Bot FIR-LARCH __��2x4� 0 2%4 Dot SOUTHERN PINE 2x4 _�TT Sel. Str. M 5 31 TOO' 35 '0" Sel. Str. Den s MQ-1�51 35 ,01, e KD 35 It Se r ___3 5 10 Ae I-_-0:t-_Q_ Sel. Str. D ry 301411 351011 S-911.--Str. Dense Dry ___34 1 011 __ 3 5 1 0 Se I . Dens Dry-' 34 IC 4t Str I_ ___ 11 MC-1 5 2918"_ 35 '0 Sel. Str. MC-1 5_____ ____3_3_8 351011 ..Sel. Structural KD .' 3318 V J1 Dry 281011 1 3510" Sel, Struct. Dry -32 ' 8" i 3510" Sel, tr Dry 3218ff 351011 #2 MC-1 5 26 T_4_�T -1 3310" #1 Dense 34 '01' Dense KD 11 _#2 Dry 241811 311411 1 __Dense Dr - ___ _ ____ 35 '011� -11 1 _-_ --_ 3-4 TO-- a5��O 1 33 '0" 3 5 : 0 Dense Dry 35 'O'l _y - __ -I ____t_ - 3310" ,Webs to be 2x3 #2 Hem-Fir, 1 5 -3214" 35 0 1 KID 3214" 35 'O_f' Fir-Larch, or Southern Pine ; 1#1 Dry 31 18" 35 '0" #1 Dry 311411 351011 or 2x4 #3 Hem-Fir, Fir-Larch, #2 Dense MC-1 5 311811 3510" #2 Dense KD 321011 35 'Of' or Southern Pine . 2 Dense Dr 31 'Olt 351011 e Dry 31 ?0" 35 TO" _#2 DeA�� #2 3OIO1q 2 MC 15 1 3 51011 _MG KD 35 1 Off 136135101 1#2 Dry J 28q4fI I 35 'Olt #2 MG Dry 28f4ll 3510" 135130181 2 KD 2714fl 3510" #2 Dry 261011 331411 4 ` 3' �O oj�4�_4430 8 1x4 Cont. Lateral Bracing reqld. on spans over 281411 24 351011 for 2x3 and 30 '4" for 2x4. I 12 FURMA 4 4 12 Is. Pine Hem R Size Fir-Lar. Fir 29 � I 35 35 '0" 28 3510" 3414 38135 ' 27 'i T2 161 301011 INC J� 26 1 271411 2518 --t— po"_ _t -__ , i �3 2114 Ue 11 351011 Max. T -Wsawaseta" a" W go" fal"aised ****I "A sleallso applied to bou rose. of tress each ].&at. e =1 be laosted — oboes, either wastored, or located by circles (e) or diewasions. Tolerance IT Dr By MJM Chkd.Bv RM Date 8/3 11 or to 10% -or firm&m& is "Mitiod. requires equipwatVskich Vill reed.:.- Loading OV ists at plate$. n ""log cash 0". bearing d the P to 8" my Itties j "o— 4WOLP. we"_19seth P to 8.. tb;rl i.ab to Drwg. W16980 perwittAft 1...9. daw 9"Visteow of �fttisaal Desiga,"*cifteation for Stress -Grade lamber L. and f *DesigM SPOCifteAtiONS for Light Hotel Plot* C,,,,,%*d V,,d ?me"*- ( ?pl ). FI&J.P MACLUA i Top Chord 37 PS respe"AbilitY of the %race designer, Plate manufactures, nor trans fabricator.li4raoss erveti;: Bot Chord 10 psf LENGTH 3 a" o"tiewed to seek Professional &&rise regarding erection brasing which in *Iowa 1'"Uired to r"'est 5 _Ott od ro or". roreses- bra-iss -bieb say be —'r - a tifie Tot. Load 47 Psf at" a" t"" is a straight an&plamb Position. who" as sk"thiag is AWL ad 41"OtlY to top chords, %boy shall be braced at 31-0" o.c. a". Vbem so rigid e*ilimw i PITCH 4/12 mesas bell be handled i t- Dur. Factor 3 3 71%, &"LL" "Partly " b*tt-N chords. they "all be broeod at 101-0* ..c. was. T TRUSS 16 &wiag fabriestles, shipping, and creation to preont excessive Spacing 2 t o it c . TYPE HOWE oufov,q,c 160 Belvedere LOT to. 582/581 Saltair OW*gR _. Jacksonville Equities Residential UOM By Cl 11Y OF AnANn C BEAM nwrAnom BS MMMV MM IFDR 3/4" Tap WATER Cff-o m AT TW FOLLOWIWS AGORM FOR 1 UNIT(S). Ctyr-O N CWJW Of --9-5- 00 + 2.Q_Q const. water STRMT W., A 160 Belvedere LOT 582 581 im- &OCK SUMVpSlo" Saltair AC=NT W). A) MASTER PLUMER Windsor Homes, P.O. Box 5003 Jacksonville Beach . FL 3225,Q K%I LINO AODAW OATE I USTALLED �W;7/ 131A Of DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO.- 3 4 8_0 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB D 8/22 19 77 valuation$ 23,000 Fee$ 69.00 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 isto certify that Wind$-Or HOMON has permission to build a esidential Classification S/F Dwelling e---- ownedby Jacksonville Equities Lot 582 & 581 Bloc S/D salf-A 4 y House No 160 Belvedere 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 0 Building material, rubbish and debris Z from this work must not be placed in public space, and must be cleared up and hatiled away by either contractor or owner. R. C. Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER IA�-' vw_ed FOR OFFICE USE ONLY Date./P�y... 77 ,-9. CITY OF ATLANTIC BEACH Permit ---------.........Fee$2�................. Valuation -------------------- FLORIDA House *--/ ............ zv) APPLICATION FOR BUILDING PERMIT Id, 9s: .......................AP-,P'R'a'V'E_1D--------- CITY GF ATLANTIC BEACH ......................waruo frj G-aFrFT-CE----------------- Application is hereby made for the approval of the detailed statement of the plans and specifications h tA�;r jgt[tds ijr�,.ted for the building or other structure described. This application is made in compliance and conformity wi I rdinance 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, shal �clied '_,�whc ther herein specified or not. The Contractor or Owner-BuiIder 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.......//./ 12...7....................... Owner...--------V��24�_'ffl---------------- --------------............._Address_4�V..13_P.)(_,5 -----------Telephone No..Z.. Architect.................... ................--------------_----_---------...........Address_..-d.,4jU�4? L.Ld�E*Ie�ep'Dne No--------_-----_----------- Contractor Builder---WrW,0_f_0---/1-----�4_V_,M_JEdress---------_----------------------------------------------Telephone No--------------------- Lot No....57.M. X__:5_7_k...1___...Block No------------------------------Sub Division.--- --------------------------......Zone-------_------- ---------------------------------------------___--------Street------- ---- -------..Side Between..............................---------------------and_---------------------------------------------------Sts. Valuation ---For what purpose will building be used---- of construction.-----PTA Ce!644_2�4 Dimensions of Building---- of Lot--------5_,45�,6 ------,Size of Footings-----S_A:�:C Al rr s Sill Span in ft......./_.4A_A/.Type Roof-------- Size of Piers---4)_�_,#_A�.........Size of Sills.------ __G eate t How will Building be Heated?........C__ZF_C---7711_�.............Will Building be on Solid or Filled Ground?-.--------- ---------------- Size of Ceiling Joists.--- _,J�------ 'Distance on Centers- Greatest Span......5,,ee 4 Size of Floor Joists...... ............... Distance on Centers........ ...........^/------.-, Greatest Span_ Size of Rafters---------__1V------------------ ....... 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 be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. Z Z 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered, 7. Electrical inspection by City of Jacksonville. W rn 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as dperibed in the above statement, we hereby agree to perform said work in accordance with the attacha4 plans and spec' " ions, which are a part hereof, and in accordance with the building regulations of the City of Atl a Signature of Builde . . .............. - - __-- -- ----- ------------------- Address.... ..... ��.X------ ...................... ........... ok-,(. ............)c _44.....3 Signature of Owner . . ........... ................. ......... ddress----- DEPARTMENT OF BUILDING 3476 CITY OF ATLANTIC BEACH. FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date._812219__�7 Valuation$_.PLtM1NG _ Fee$....11-00 This permit not valid until above fee has been paid to City Treasurer, and is s'JbJe4t to revocation for violation of applicable provisions of law, This is to certify that Don Harris Plumbing Co., Inc. has permission to built] tO inStall 1 sink, 2 lavatories, 1 bath tu 2,clesets, .1 water-heater, 1 dishwasher, 1 014rpozaL. and �.rsnlng machtnis* Classification owned hy__.;�acksonville Equities Blo q/D House No- 160 Belvedere 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 KONTHS AFTER DATE OF ISSUE x lop 4—bw- 0 Building material, rubbish and debris from this work must not be Placed in public space, and must be cleared up and haiiled away by either contractor or owner. R. C. Vogel Building Officid. FOR OFFICE PER M IT USE ONLY_ NUMBER DATE CONTRACTOR PLUMBING AAMU-22-TY 9 1 2 8 8 34'16 11-00 ELECTRICAL SEWER E) WAT 07Y OF MAIM BEACH OAA--L- ,�-�-L Cirf/Muff Ow"TIML L9cm Mo.-� STATE MWIFICATE emu= TWW- or -Lsttm v —L*VAVS _:L-MAvV,W -i—IATM WAYM -I—wirw Tw --Lim Swam VOWLS v ONSWIS IMMINE _Rm =INS -Gum -2z—wft FIXTM Omw INSTALLMOR OF RAMINIS AND FIXRM OW BE IN ACCOIDNI-l"M ldI7H INE on RMN FOITION OF IM SMRWM SrANMW NAMING CM. Wj,.,,�- �V,-L INV'; Atjt-I 0 of/W CITY OF ArLANn C BEA04 WhTst COMM ON Ck#WM LI=T#M PLUMING FIML— WASTOt PUMML— BLIOLDIM OR mlm� TIM OF 9UILDI 2LBATH� GROUP CONSISTING OF AUM STALL, DOOESTIC C2 UNITS) VAM CLOUT, LAVATORY & 9AVM Oft iM� STALL (6 UNITS) --AVAM (GROW) P8t HM (3 UNOr. —BAMS (WITH OR VITN%ff OVER SOW (3 UNITS) WA MOM) (2 UNITS) —sittv a umairs) —nmoms a#* SOW (s UNITS) ICE SIW-TW STAND (3 tNl7S'j —CMINATION SOW YMY (3 UNITS) -p Tmp UN17s) -�,SGWICE sow ComiamON SOW 7,11AY WOOD DISPOSAL Wer (4 UNITS) SCULLM INK (4 UNITS) ' *IT) JMMVAL ANOT OR CUSPIDOR C" —URIWL, PED957AL, SVPHON JET, BLONOUT (a UNITS) -01MAL LAVATOM 0 UNIT) ----dRl*llG FORMIN (4� UNIT)' —OUML, WALL LOP C4 UNITS) --i—DISWSM (2 UNITS) URONAL STALL, Kk%W (4 UNITS) —URINRL TPIOUM (EACH 2-FT. sEcn(* JLC6t DPAIMS (I UNM� (2 UNITS) —JOYMMIN SINK (2 UNITS)' W04106 WOOME (RES.) (3 UNITS) -1-10thEN SINK W/FOM WASTE'- GOMM JWM SINK. VAM SET lCF FAUCM 0 MTS) (2 UNITS) ---jAvATcRY ti umen —MTO CLOSETs TANK-WEIMTED (4 UNI 13) -LAVATORY, MOM, MMM PARLOR (2 UNITS) JVATIM CLOW, VALVE-MMTED (a UNITS) JAVATORY, SUMECMIS (I UNITS) -LAUMM TOM (2 UNITS) W AAKKA LO 1,AW; 0 21N I i.M,I t 1S 160 Belvedere plea for M 040me bts bding A Opproved subjetv in mWOR shp star A be WxQfato Met WOrAv WO Iwo 50" solmnnj 101040musul INS Or W A ruz sit" W0,I14 not Hare i lots 00 As-Kary di ago SCOK nv Ovdi Von Y 0 to q K mW "11, 1 ed Oj sho p0mod C04 05=0 an vvb-ot, oe47d'�c-s witlh Ike t i to Q x 1 vuh.5 A Am 'n;e� ��"T 1"4 S"tf,d'o -iu'w "";Pja��"Kave, NO he at I OvY, 0;IRP i not aa%, '44* v�jd to mal Cm f1m SIR of Wask twelve Unkas belva Ilya, at I Zen? me WO. toe ef j I v swev., pm'r�hi munh WOOP63AI3 INK US "WAYnNy Ald Wo NO Bef jea W spardr4h tomm, 5i"W' 1� souvrety vastam'd to A P,j 1 We_d ps of reavvy punArKov NOW11, which we 4uppicalos as %tempht SW par, SW I to avQjvd, into lost WOW V'-�xrl;11 SOW COW� WIVAr Size and Quigie ommj We;, vrvf, Wes Wh Werysin IN WAy ON r� to WKV WON Mae PoWpity "= V'O'AV'4-'A�Ve6r'fv f Z've, alle 5 ttmfu' �1 4� c* tact Wher, end stoth to ai least A 4 1 vi S i b 10 Ircm aq� q�Hhm� 5 &-V�e Ovu? to VOK to Ito pmery W"d W-'x"-' Wfier, se—mdve cvmOnvilen Wk ftla A;* most bo ipsPenjed bv AV City W"A boleg A'g z 'The undeess SnC4 hersh =0'i�i�;es orpi cNeWards list Q0 addOP&M SO* preve4me ON= ;mj xmirml Mal L a 1% ��'�'4 P�ims' and %-PvA I cv--S "' d agreew to gmpoy WIN NO NAVOT & ANS WASOO., CITY OF A&94-e read - 574W-�a 800 SEMINOLE ROAD ATLANTIC REACH,FLORIDA 32233-5"5 TELEPHONE(904)247-SM FAX("4)247-5805 May 19, 1994 Mrs . Ann Marie Neary 160 Belvedere Street Atlantic Beach, FL 32233 Dear Mrs . Neary: our records indicate that you are the owner of the following described property in the City of Atlantic Beach: 160 Belvedere Street a/k/a Lot 582, Saltair RE#170577-0300-6 Investigation of this property discloses and I have found and determined that this property is in violation of the following City of Atlantic Beach Ordinances: Chapter 6, Section 6-(108) (street numbers required) ; Chapter 6, Section 6-(107) (attachment of numbers to building) ; Chapter 6, Section 6-(108) (building official to assign numbers) i.e. , the numbering system and attachment to building is not as prescribed by the building official . The proper number sequence is #160. You are hereby notified that unless the conditions described above are remedied within ton (10) days from the date hereof , this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500 .00 per day for a repeat violation. Sincerely, ea-Kr-ol- e W��. n�e w a 1 d Code Enforcement Officer KWG/pah cc: City Manager Don C. Ford VIA CERTIFIED 14AIL RETURN RECEIPT REQUESTED �*N NADEEM ZEBOUN19 RE. T*1: (904)28&9890 Fax:(904)273-4254 MOR TO: City of Atlantic Beach DATIs July 14, 1994 800 Seminole Road Atlantic Beach, Florida 32233 YOU REFERENCE: Enclosure Addition OUR REFERENCE: 4115 ATTENTION: Mr. Don Ford GENTLEMEN: WE ARE SENDING YOU HEREWITH X DELIVERED BY HM UNDER SEPARATE COVER VIA THE FOLLOWING ITIMSs RED LINED DRAWINGS ESTIMATES FIELD ORDER X REPOM SHOP DRAWINGS X OTHER PRODUCT LITERATURE PROPOSAL CALCULATIOKS SAMPLES CHANGE ORDER PJANP. SPECIFICATIONS SURVEY TRACINGS LETTER COST ESTIMATE SEPT.A.9 COPIES DATE OR NO. RLESCRIPTION ACTION CODE 3 July 14, 1994 Enclosure.Addition Ro"rt A.E 1 N/A Building Application Material K 1 July 14, 1994 Invoice ACTION CODE A. FOR YOUR USE G. NO 1XCEPTIONS .TAKEN, M. RETURN CORRECTED PPTNT.q B. FOR APPROVAL H. NOTE MARXINGS N. SUBMI-f -COPIES TO US C. AS REQUESTED I. RETURNED FOR C0==IOKS 0. RESUBMIT COPIES TO US D. FOR REVIEW AND COMMENT J. CONFIRM P. FOR YOUi KI-GNATURE E. SEE REMARKS BELOW K. RETURNED AFTER LOAN TO US Q. RETURN ENCLOSURES TO US F. COMMENT ATTACHED L. REJECTED R. PAST DUE REMARKS: One copy van left loons no you can make addition& copies if you wish. t a a cop ie yo ------------------ ;�7i COPIES TO: Zebouni P.R. 4 200 EXECUTIVE WAY, BUITE 216 14efiiE VED Wk. FLORIDA 32082 fiber reinforced concrete is not recommended. It is my opinion that the discrepancies outlined above be explained to the applicant for clarification. Also, I suggest that you request from him to provide with signed and sealed drawings prepared by his engineer, Mr. Lawrence 1. Bennett. if yo have any questions or is I can be of any further 7 as is "ne please let me know. i n r y. N.G. bo cc: File square tube (continued)/structural shapes TABLE 32 Section Properties Outside Width SQUARE TU13E and Do ,n�lh I%kknus Area It S r (Contd.)t in. in., WiM, In.' in., In. 1.125 0.035 O.IS20 0,1788 0.0303 00538 04465 0,049 0.2100 0-2:70 0.0408 00725 04407 0�0511 0.2469 0.2 04 0.0471 0,0817 04367 0.065 0.2751 0.3235 00318 0.0930 04339 0.0113 0.3453 0.4061 0.0630 0.1120 0,4266 0.095 0.3908 0.4596 0,0698 0.1241 0.4225 0.120 0.4818 0-56116 0.0324 0.1465 0.4135 1.250 0.035 0.1708 0.2009 0.0419 0.0670 0.4954 0.049 - 0.233S 0.2769 0.0566 0.0906 0,4904 0.058 0.2766 0,325.1 00636 0.1050 0.4869 0.065 0.1091 0.3633 0.0723 0.1157 041137 0,083 0.3877 0.4559 0�088.1 0.1411 04172 0.095 0.4388 0.5160 0.0982 0.1371 0.4713 0.120 0.3425 0.6.190 0.1167 0.1867 0,4638 1.375 0,035 0.187S '0.2205 0.0562 0.0817 0.5476 0.049 0.2594 0.3051 0.0763 0.1110 0.5423 0.058 0.3056 0.3594 0.0883 0.1287 0.5391 0.065 0.3407 0.4007 0.0977 0.1421 0.5357 t Areas and section properties 0.08.1 0.4282 0.5036 0,1199 0 1744 05291 listed are based on nominal 0095 0.4858 0.3713 0.1336 0.1943 0 3244 dimensions. Weights per foot 0,120 0.6027 ,0.7099.- 0,1696 0.2467 0.5308 are based on nominal climen- 1.500 0.033 0.2051 02412 o.0734 0.009 0.5981 sions and a density of 0.098 0.049 0.2839 0.3339 0.0999 0 1332 0 593'Z pounds per cubic inch, the den 0.058 0.3346 0.3935 0.1162 0.1549 0 5892 sity of alloy 6061. See ALUMI: 0.065 0.3731 0,4389 0.1283 0.1711 0.5863 NUM STANDARDS AND 0.083 0,4710 0.35.19 0.1580 0.2107, 0 5791 DATA for applicable tolerances. 0.095 0,5337 0.6276 0.1865 0,2486 0.5911 0.120 0,6632 0.7799 0.2119 0.2825 0.5652 1.750 0.049 0.3314 01921 1) 16N 0 18*19 (16957 0.058 0.3926 0.4617 (YIK75 02141 U 6911 0.05 0,4381 0.5132 0 207h o.2172 0 6 9 82 0.011.1 0.5537 0.65 12 0 236h 02935 0 6$12 0.093 0.62114 0.7390 0.2883 0.1291 06774 0.120 0.7821 0.9197 0.3487 0 M2 0.6678 01136 0.9947 1.1698 0.4252 0.4859 0.6536 -2- -0-3-824--0-4497--0-.-24--2-7 0 242 7 0'7*- 0.058 0.4506 0.5299 0.2834 02834 13 7931 0,065 0.5031 0.5916 0.3143 0.3143 01906 0.08) 0.6365 0.7485 0.3905 0 3905 0 7U5 0.095 0.7239 0,8513 0.4189 0.4389 07786 0.120 0.9024 1.0612 0,5337 0.5337 0.7688 0.156 1.1507 1.3532 0.6568 06568 0.7556 2.250 -i�6W9 ---0.4314 0-3485 0.3097 0.8989 0.058 0.50116 0.5981 0.4075 0.3622 0.8967 0.065 0.5681 0.6681 0.4524 0.4021 0.8931 0.083 0.7195 0.8461 0.56.19 0.5012 0.8854 0.095 0.8189 0.9630 0.6351 0.5645 0.8811 0.120 1.0224 1.2023 0.7755 0689% 08710 0.136 1.3067 1.5367 0.9602 0 H535 0 85,12 09970 2.500 0.058 0.5666 0.666.1 0.5614 0450, 0.065 0.6331 0.7446 06261 0 SOO 0.9935 0.083 0.8025 0.9437 0.7823 0.6258 09898 0.095 0.9139 1,0747 0.8924 0.7059 0,9845 0.120 1.1424 1.3435 1.081.1 0.8650 0.9737 0.156 1.4627 1.7201 1.345� 1.0762 09586 0.188 1.7396 2.0446 1.5592 1.2473 09466 0.6246 ...0.714�5 (1,5499 1 0992 2 50 6-6-i 0 7.147 0.063 0.69H 1 0.112 10 0 x 191 06104 1 0965 0.08.1 (YRA55 1.0413 1.0507 it 764! 1 0892 0.095 1.00119 1.186.4 1.1 mix 0 ms I I I OS44 0,120 1.2624 1.4846 1.4581 1.11605 1.0747 0,156 1.6187 1.9036 1.8208 1.3242 1,0606 0.188 1.9267 2.2658 2.1190 1 5411 1 0487 3.000 0-065 0.7631 0.8974 1.0962 0.7108 1,1992 0.093 0,96AS 1.1390 1.1746 09164 1.1918 0.095 1.1019 1,2982 1 550 1 OA2 1 1870 0.120 1.3921 1.6256 .1 9144 1 2"62 1 1751 0.156 1.7746 2.0869 2 1996 1 599" 1 1620 0 IAN 2.1146 2.4068 2 7991 1 80;62 1 1492 0.219 2.4362 2.8650 1 1597 2.1064 1.1376 47 r,IAUt:tM LtbUUNI, P.E. (904) 241-5351 CHECJKf% /'7t -S �-5a 4, . j Ac /a A, Ps F, ('117 z 1,4 Ile ;1,1pi(Ay 7 1. ley C- i-"111 -7r 6e) ---------- WOOD-CHAPTER 3 303.3 MONOLITHIC SLAB-ON-GRADE FOUNDATIONS. 303.3.1 Concrete slabs and footings shall be poured as a monolithic unit. The minimurn size and reinforcing requirements for exterior footings for uplift resistance shall be as shown in Table 303D. Tt)e outer bar of foundation reinforcing shall be continuous around corners using corner bars or by bending the bar. Minimum bar lap shall be 25 inches, TABLE 303D MINIMUM MONOLITHIC FOOTING SIZE- 1 & 2 STORY W Reinforcing El sffto(Y208 124 2 - #5 2 Story 206 1 160 1 2 - #5 1. ThItkno"of fo"nq Includoe thickness of slob. 303.3.2 Wall Anchorage: The exterior walls shall be anchored to the foundation using 1/2 inch standard anchor bolts with 2x2xi/8-inch washers. The bolts shall have minimum 6-inch embedment into the foundations and be located In the corners and at the following spacings: 1. 90 mph: 24' 2. 100 mph: 21" 3. 110 mph: 180 EXCEPTION: If uplift connectors are continuous from the exterior wall Into the footing, 112 inch bolts with standard washers are required only at the corners and at 6 ft on center. 303-3.3 Hokkkywn Connectors for shearwalls are required in addition to the anchorage required in 303-12. The size of the holddown connectors shall be in accordance with 305.7 and shall be installed in accordance with the recommendations of the manufacturer. See Figures 305R1-4 and 305T1-5. 303.3.4 interior Footings under slabs shall be the width, W, of the exterior footings and the thickness, T, shall be a minimum of one half the width, W. See Figure 303F. SKS #10j!0 W.W.F. DOUBU 0 EDO[ 3 1/2" MIN tics #10/10 W.W.F. 1/2" MIN ---------- LiTrrLu T T 1/2 W W 0 0— 31, MIN. COVER W FIGURE 303E FIGURE 303F MONOLITHIC EXTEPJOR FOOTING MONOLITHIC INTERIOR FOOTING 1993 SBCCI Standard for Hurricane Resistant Residential ConstructionO 69 PSF� DEPARTtAgNT OF BUILDINQ CITY OF ATLANTIC BEAdH L ---- PERMIT" INFORMATION ------ -------- LOCATION INFORMATION --------- Nutub0r*, 9,11,6 kddress : 160 BELVEDERE STREET t �Typm��- LP.M* RICAL . ��T ATLANTIC BEACH, FLORIDA 32233 ..T,.00_t,0 , of Work: ALTERATION, --------- LZG&L DESCRIPTION ------- Type, �WOOD FRAME B I or-k Section: 'Proposed Use: SINGLE FAMILY Township: RNG, 0 Dvlel I ing�s I Code: 0 5ubdivision: ATLANTIC BEACH 'Estimated Value: 00 Improv. Cost: :Total F $16, 20 Amoun, _9F*P, NbLpt 4 4-- APPLICATION FEES ----- TION 7 4"! ae_ PERMIT 'Ra"'Aw$16 .20 Addr"ess: 'IMPACT PEE 40 .00 PLOR W EN P Ph T Ph 6 RADON ,GAS-H.R.S . $0.00 ORM471CM ------- RADON CAB 514 $0 .00 jW Y , C COMP L CAPITAL �-IMPROVE. _�24 r AVE. RTH SEWER TAP $0.00 JAX. ��,IPL. 32250 CROSS CONNECTION sQ,,00 Type: , 0 SEC H IMPACT FEE 60 .00, Ll 0 t U SCHARGE/ATL. BCH. NOTE�- NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILOING 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 AlfFAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN Ifft, PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. I,SSU91), ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OPAPPLICA(BLE PROVISIONS OF LAW, ATILANTIC BEACH BUILDING DE RTM T � -CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT F_ TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 lox/ 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. Ilk ELECTRICAL FIRM: MA ELECTRIC16N SIG URE JOURNEYMAN NAME Bit, ivzd icy ____�DDR ESS: & kZe ALI,�j Z41fe' RFD_13OX_ BLDG.SIZE BETWEEN: RES.( A/ APT.( COMM.( PUBLIC INDUS. NEW( OLD C_� REW. ADDITION TRAILER ( TEMP.t SIGNS ( SO. FT. SERVICE: NEW( INCREASE ( REPAIR FEE CONDUCTOR SIZE AMPS COPPER ( ALUM.t I SWITCH OR BREAKER AMPS PH w ____�LQ_Ll RACEWAY I AMPS PH j w , YQVOLT fj�& _RACEWAY EXIV.SERV FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED TOTAL TOTAL RECE 0.30 AMPS- CONCEALED 31.100 AMPS, SWITCHES INC ----------- FLUORESCENT&M.V- F(.XEQ 0.100 AMPS. ovER BELL TRANSF, ------ APPLIANCES H.P.RATING Vi.p.RATING AIR AMPS �CEIL HEf CONDITIONING COMP.MOTOR OTHER MOTORS 0-1 MOTORS H.P. VOLTAGE pHs NO. mjSd_E_LL ------- 001756 �""'01�" 16 PARTMIENTOPSUILDINO CITY Pf AT LANTIC BEACH 'A TOM LOCATI ON' INFORMATION -- ---- STREET Addressi- Aflo 0ELieveDERE, AT IC LA T 89ACH 32233 RE LWAL DESCRIPTION ------ elm 'Lot s !$looks T rosshl p ii, 51MOLt, FAKILY ow R11416i 0 0' SEASPRA OD '*O�:00 00 00. RM& gh, "raig Ali ACE WITH SHADE TREES IN frwa X% FRONT p ',p"' v PPLICATION FEES, to, Nf, "k --1- T104 A #A $00 O1D PERMIT GOCA E STREET A 0.4*50 IMPACT FEE E'0 F Fv w -H. R. S. RADON, GAS A T RADON GAs t *0.00 - ATEft TAP 0 R �TAP typ RE,-INSPECT FEE 00 -00- - *0. '�"'W9 v","'A NOTES:- .140TIC� ALt.CONICAETE,FOOMS AND FOOTINGS MUST BE tISISPECTED]BEFORE POURING PERMIT VOID SIX MONTHS A FTER DATE OF ISSUE BUILDING,MATERIAL,RuBBI-SH,AN0�OEBRIS FROM THIS WORK MUST NOT BE PLACED I N PUBLIG SPACE,AND'MUST BE OLEARED QPAND HAUL5DAWAY,BY,EITH,'P-R CONTRACTOR ORLOWNER, "FAILURE T -'p.L :WITH',,THE MECHANICS' LLIEN' LAW CAN�'RESULT IN O 'Colm �IP THE R0PE#1*0*0t!R AYING TWICE FOAS IL ING D ' 'Ah, ' ED,PLANS WHICH ARE PART OF THIS PERMIT AN SUBJECT TO REVOCATION FOR ACCORDING.T0,A0PAQV CA$LE.�,PAOV(SION$Or LAW. 'PE BUI DEPAR ATLANTI( LDIN TMENT ),Oq A PPROVED CiTY OF ,*,TLANTIC BEACill FICE BUILDING OF 2 o BY, :>L: L k' k t X. f�LL -5PA40'!Zl 1BA54CD M r=kTp E THE ENTS; C r _p OF ER pn MC 1991 ED AUG 18 1994 J?�L- 00 A ri OF EP WA 9A X~MA CPO r.--KmAodtowwA MKO (MOM vm cam so w"ocom Mee I* Iff too rorsoew"UmNa =Iffat'" MOM 2'a r ORV a""\fwft. l'N;r 0 Dow a"ow Affmo le upm to 0 r was am MM PM alm ow.r*2 am SK ou ft%m,%ITAMO v r-f OC M"to su r%MIN EAW PA"M w oc low I off pe us 4m, le SUCT MOO wo" oft MR I Ps #1r 14 mkMftjV-r*4t VOM Mo fAu VX LA%p V New Km 40&MAW 00 WVA or 100" MEAV olk AVOW a^me mat a"As JOM A*MOM X'410 'V IS ODA VSTUa FUM MM Nomm rat%A SPK%W to MINIM KMkt 1/f It F""me SK"TINUM Mos r Ka Sm TIAL 4 Arlwo le emml"IN m I J I Vir a 11/0"Sam QLKX V r-c ML 0 lr Mft tA*l VM A* 3%if so VM'No was A hft a Wawa nm ama" LPN*$# F SPA% rw"K Taal TWIM MWO DETA& 1 1 040~con co YAKS,No mA gmv SA(a an 3 11C e LAC IMIS IfftCOft WMAIM rw"va"M elk s"sm. Tw"mw wo AM" P(I 4C PAWK 40"X OW (WIWT(V k~6%K*9610 IV=XP OF 1*v r PLAIC TO IMM CF UAL I[A* Am(A"2e ON cc*" �TAM AtTAO"00 PM AL04 Sim(ftm a" st%MR wsms 040 M 2 po.I 0/f I YWk CLASS ROOM r.Ar No Val 5-n 9K 0,10 10 mu Imu WAM (PAW 5-n r.r.r-r o r.r r at f. 00 cowmil so MI wum iff fAw(PAM 5-n IV r sw fts? 00 ft=Affft I f*- 060 ItAlk A0, 3 fm in No So""n 001 - PAS ",a Ir F41ysw& 4XK RAI[ OUN*A&ffMM 16 WA ft90 MUM smvs. "Mom pp PDX NU r*r. a%ift I ps a jr 25 t*. MUG*ft r )yrom jolef" $mw#am *N for at rm KIM fts?AFTOO r-tow CKIO am K 4*WIN I Alow rrow PtAq ft s-coc ZD COW.V/tXo:fIr V SMW YVW p~ w 410=5 sow r am no Twim q*Aw(matt of 0 9K or(a ow 1 vC MASOW MOM we (MOSM #w4c maw u Ir Mo(904 pw Am tA-TF;NA T' !N—:� TO K"m P<),��" 71, J�'- 1,�r v2c oc AND PLATE W LONMIE OETA& Pos, ")KAU, AlAk blW-r4t. 19to "Mosa r x r P�y sAmw swm.AA oftmao soma CR 2w Pftmw f w ad onto m OW Ama aftwas a =08 ftww"amma.&do Im"whMAM . ..a 0 ft-omm aft br sw*4 wq me on sm bm ftww vft hfto% W m r z 14E.4t�()UIRE E., SBC" -c A. ----------- 1994 AUG 8 06/20/94 11:17 PWC ZONE MYPT -OF MAP ' 0M WING SURVEY' . TWE NPPET9 WAP10T.VKJOU64OU 20'OF; L07� FM r:p4LTAH2,5eCTi0N I . (144MAMME according to plot recorded In P1 l3ook page of ihs current public records of 20VAL- County,Florida- Examination of Flood Hazard Boundary Map, Cormwnft No. 12 00 1 F5 Pane 000/ C dated 8 1 1 Indicotes. III; that the property shown and des ftod hereon 'lies within 0 Zone --3;� PG. �e,4 64 A L 07 10 L 0 T 0o, L)0 42H LINC eo'wavu IT. 7F ;; Joe 71 LL 40,0' (TIE) (TIR) Qj P_I C 1/1 W 0 WOOD C'1\ CAR 4 .1 'A Lv 4) oo, LN 5Trd6PT g4ISLIPED sy,Amr; At A. C%LA WK SON , INC Impervious Surface Calculations % Formula Find Square Footage of the Following House footprint ji-v7 Driveway All sidewalks and walkways A/C Pads Detached Garage/Sheds Z970 Pool Decking 6-5-oz) Patios, terraces and/or decks Add the total square footage of the areas listed above then, divide the sum by the total lot area of property �7 O-Z" Vj" 16 jo 7, k-3 75" 7, 7f Ao" - 04 AMP ST KNG BOUNDARY S8�c �! 7' .JRVEY OF BLOCK As SHOWN ON MAP OF AS RECORDED IN PLA r BOOK 0 PAcEs OF 'HEPUBLic RECORDS or DUVAL COUNTY fZMDA CER 17FIED FOR. 'S 0- jo 00 4<3 AO 0 0 0, -7. v) vi olp -T- NOT VAUO UNLESS E31BOSSED WH SEAL OF THE UNDER-VGNED. THE PROPERTY-940M HEREON APPEARS TO UE W7HJN FLOOD HAZARD ZONE AS S OM FLOOD INSURANCE RATE MAP Q201 FOR TRIE CITY OF-.d,-rv-^�--nc--FLORl0A, DA7ED TRT—STATE L"D SURVEYORS, INC 8411 RA)VEADOWS WAY SUITE 12, JACKSONVlLLE FLOR10A J2256 (904) 7Jl-72J5 LEGEW I HEREBY CER77FY THAT 714E ABOVE LANDS WRE SURVEYED UNDER MY �.cm RESPONSWILE SUPERVFMON AND DIREC7701V 7RAT THL-RE ARE NO �cat ENCROACHMENTS EXCEPT AS SHOhW AND THAT THE SURVEY SHOW (�WT WM C�f LS HEREON MEM THEMINIMUM 7ECHNICAL SrANDAROS SET FOR7H BY 774E FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO SECTION 472-027. FLORIDA STATUTES LARRY G. EDOY P.L.& No. 474-4 7 � ---�";7 ----2 --7- — 5-7, 0? o'� 7 E4 b"n kv�r7/kl'el� 17. f MI 5u 6'A �;7 17, Public Works Plan Review Comments Date: 5A /o lnitials�: �' 01 Project Name/Address: ko 6dUO-)Mt:T ST Application Permit#: 09 6-2 OQ CheckBox Application Tracking-Comments lo Add Comm nt Provide impervious surface calculations. Provide erosion and sediment control plans with installation details and maintenance r_1 schedule. 0 Provide drainage plans showing site topography (flow arrows, etc.) 0 Provide construction site management plan, including Right-of-Way Permit if using right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor, showing I' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required 0 per Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper construction will be required. •Right-of-Way Permit must be obtained for use 0 •Revocable Encroachment Permit must be obtained. Pool–Wellpoint(if used)must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). All concrete driveway aprons must be 5 inches thick, 4000 psi,with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in the ROW(Commercial driveways–6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be 0 shown on the plans. P-Roll off container company must be on City approved list and cannot be placed on City right-of-way. —41, 0 0 -)S/2 8"013 C 5 -7 PX 904-29C-22-"4, Comcast TO: rzRizz,s DECORATIVE CONCRETE INC Attn: KEITH HELTON Voice: 9047682300 Fax: 9D4278GES8 Re: Positive Response From Central Locate Service Important message from Central Locate Service replying to your request to have areas located that are outlined in your ticket. - MM =M�===- �=== =0 Ticket: 148900093 County: DUVAL P'lace: ATLANTIC BEACH Address: 160 ZZLVZDZRZ ST CCTV03: Comcast facilities have been marked for the location described in your ticket request if you have any questions, please do not hesitate to contact Central Locate Service at 904-296-7754. 051'28/09 CS:24 A"' ;.913) 22e-4875, IECC - Peoplas GaE 01 1"01 To: FZRRIZ!S DECORATIVE CONCRETE INC Attn: KEITH HELTON Voice: 9047682300 Fax: 9042786588 Re: Important Safety Message We axe responding to your request to locate our underground facilities in an area where you are planning excavation or demolition work. The following is the current status of our facility marking in the area specified in your notification. Ticket. 140900093 County: DUVAL Place: ATLANTIC BEACH Address: 160 BOLVEDERE ST Pas.= (Gas) : We have investigated the excavation location described in the ticket identifie( above, and have detetzained that there are no Peoples Gas facilities in the area. Thank you for notifying Sunshine state one-call of Florida about your upcoming excavation. Please wait two full business days to allow us to mark our facilities. On the job site, take precautions to protect all markings. if markings are no longer visible, or you have questions about them, stop excavating and call us at 877-832-6747. To find the exact location of our pipelines, hand excavate the tolerance zone, which in 24 inches either side of the temporary markings. 05/2 8,,'0 5 31:Q2 AM 3865-1,52030, Sunshine Sta-.e One Call if%l CONFRM 00001 CALL SUNSHINE 05/28/09 01:02:16ET 148900093-000 STREET Ticket : 148900093 Rev:000 Taken: 05/20/09 14 :57ET State: FL Cnty. DUVAL GeoPlace: ATLANTIC BEACH CallerPlace: ATLANTIC BEACH Subdivision: Lot: 58 Address : 160 Street : BELVEDERE ST Cross I : DAVID ST Within 1/4 mile: Y Locat: 160 BELVEDERE ST FACING THE PROPERTY LOCATE FRONT, BACK AND RIGHT SIDE OF HOUSE Remarks : CALLER GAVE DAVID AVE CENTER MAP SHOWS AS DAVID ST LOOKUP BY ADDRESS Grids 3019B6124C Work date: 06/01/09 Time: 08:OOET Hrs notc: 161. Category: 3 Duration: 01 WX Due Date : 05/29/09 Time: 23:59ET Exp Date : 06/26/09 Time: 23:59ET work type: CONCRETE WORK REPLACE DRIVEWAY Boring: N White-lined: N Ug/Oh/Both; U Machinery: N Depth: 5-61N Permits: Y PENDING Done for SHEILA MCNEILL Company FERRIE'S DECORATIVE CONCRETE INC Type: CONT Co addr 11260 DINSMORE DAIRY RD city JACKSONVILLE State: FL Zip: 32218 Caller KEITH HELTON Phone: 904-768-2300 Contact, DAN FERRIE Phone: 904-768-2300 BestTime: ANYTIME Mobile 904-226-4559 Fax 904-276-6588 Submitted: 05/20/09 14:57ET Oper: ANG Chan: 54 Mbrs CAB457 CCTV03 CJB771 FLP539 JE1359 JEA JKA773 PGSJAX SBF17 LS1104 IE3,_]E'r "A. square tube (continued)/structural shapes TABLE 32 Section Properties Outside Width SOUARETUBE and Depth Thickness Area WeIVtt I S r (Contd.)t in. ft in.' in.' in. in. in. lb 1,125 O�035 0.1520 0,1788 0,0303 0.0538 0,4465 0.049 0.2100 0.2470 0,0408 0,0725 0.4407 0.058 0.2469 0.2904 0,0471 0.0837 0,4367 0,065 0.2751 0.3235 0.0518 010930 0.4339 0,083 0.3453 O�4061 0.0630 0.1120 0,4266 O�095 0.3908 0.4596 0.0698 0.1241 0.4225 0.120 0.4818 0.5666 0.0824 0.1465 0.4135 1.250 0.035 0,1708 0.2009 0.0419 0,0670 0.4954 0.049 0,2355 0.2769 0.0566 0.0906 0.4904 0.058 0.2766 0.325�1 O�0656 &1050 0,4869 0.065 0.3091 0,3635 0.0723 0.1157 0.4837 0.083 0.3877 0,4559 0,0883 0.1411 0,4772 0.095 0.4388 0.5160 0,0982 0.1571 0.4733 0,120 0.5425 0,6380 0.1167 0.1867 0.4638 1.375 0.035 0,1975 0.2205 0.0562 0,0817 0.5476 0.049 0.2594 0.3051 0.0763 0.1110 0.5423 0.058 0.3056 0.3594 0,0885 0.1287 0.5381 0.065 0 3407 0.4007 0.0977 0.1421 0.5357 t Areas and section properties 0.081 0.4282 0.5036 0.1199 0,1744 0.5291 listed are based on nominal 0.095 0.4858 0.5713 0.1336 O�1943 0.5244 dimensions. Weights per foot - 0.120 0.6027 0.7088 0.1696 0.2467 0-.5308 are based on nominal dimen- .500 0.015 0.2051 02412 0.0734 0.0979 0.5983 sions and a density of 0.098 0.049 0.2839 O�3339 0,0999 0,1332 0,5932 pounds per cubic inch, the den. 0.058 0.3346 0,3935 0,1162 0.1549 0,5892 sity of alloy 6061. See ALUMI. 0.065 0,373 1 0.4388 0.1283 0.1711 0.5863 NUM STANDARDS AND 0.083 0.4710 0,5539 0.1580 0.2107 0.5791 DATA for applicable tolerances, 0.095 0.5337 0.6276 0.1865 0,2486 0.5911 0.120 0,6632 0 7799 0,2119 0.2825 0.5652 1�750 0.049 0.3334 0 3921 0 1609 0.1839 0.6957 O�058 0.3926 0.4617 0.1875 0,2141 0.6911 0,06� 0A181 0,5152 0.2076 0,2372 0.6882 0.08� 0.5537 0,6512 02568 0.2935 0.6812 0.095 0.6284 0.7390 0.288,1 0,3293 0,6774 0,120 0,7821 0.9197 0.3487 0,3982 0.6678 0,156 0.9947 1.1698 0.4252 0.4859 0.6536 2.000 0.049 0.3824 0.4497 0.2427 0.2427 0.7967 0.058 0.4506 O�5299 0.2834 0.2834 0.7934 0,065 0.5031 0.5916 0.3143 0.3143 0.7906 0.083 0,6165 0.7485 0.3905 0,3905 0,7835 0.095 0.7239 0.8513 0.4389 0,4389 0.7786 0.120 0.9024 1,0612 0.5337 0.5337 0.7688 0.156 1,1507 1.3532 0.6568 0,6568 0.7556 2.250 0.049 0.4314 0.5073 0.3485 0.3097 0,8989 0.058 0,5086 0.5981 0.4075 0.3622 0.8967 0.065 0.5681 0.6681 0,4524 0.4021 0.8931 0.081 0.7195 0.8461 0.5639 0,5012 0.8854 0.095 0.8189 0,9630 0.6351 0.5645 0.8811 0,120 1.0224 1,2023 0.7755 0,6893 0.8710 0.156 1.3067 1.5367 0.9602 0.8535 0.8572 2.500 0.058 0.5666 0.6663 0.5614 0,4507 0,9970 0.065 0.6331 0.7446 0.6201 0,5008 0,9935 0.083 O�8025 0.9437 0,7823 0.6258 0.9898 0.095 0.9139 1.0747 0,8824 0,7059 0.9845 0,120 1.1424 1.3435 1,081.1 O�8650 0.9737 0,156 1.4627 1.7201 1.3453 1.0762 0.9586 0.188 1.7386 2.0446 1.5592 1.2473 0.9466 2,750 0.058 0.6246 0,7145 0,7547 R5488 1,0992 0.065 0,6981 0.8210 (),8191 0,6104 1.0965 0.091 0 8855 1�04 13 1,0507 0 7641 1.0892 0.095 1,0080 1.1865 1.1868 0.03 1 1.0844 0.120 1.2624 1.4846 1 4583 1.0605 1.0747 0.156 1,6187 1.9036 1.8208 1,1242 1,0606 0,188 1.9267 2.2658 2.1190 1.5411 1�0487 3.000 0,065 0.7631 0.9974 1.0962 0.7308 1.1982 0.081 0,96R5 1.1390 1�3746 0.9164 111918 0.095 1,109 1.2982 1�5543 1.0362 1,1870 0.120 1.3823 1.6256 1.9144 11762 1.1751 0.156 1.7746 2.0869 2.3996 1.5997 1.1620 0.188 2.1146 2,4869 2.7993 1.8662 1.1492 0,219 2A362 2,R650 3.1597 2.1064 1,1376 47 SUBJECT d '5"5, a SHEF1 OF NADEEM ZEBOUNI, P.E. 6.Po'4�.... ...... 400 NO, V- /Z.�?V.ly............ V, DATE (904) 241-5351 DESIGNER............... CHECXER ......................... ..... ...... DATE ............. .. .....- t T' ks I,,-- //t Z— ��5677 5; d6j , WOOD - CHAPTER 3 303.3 MONOLrrHIC SLAB-ON-GRADE FOUNDATIONS. 303.3.1 Concrete slabs and footings shall be poured as a monolithic unit. The minimum size and reinforcing requirements for exterior footings for uplift resistance shall be as shown in Table 303D. The outer bar of foundation reinforcing shall be continuous around corners using corner bars or by bending the bar, Minimum bar lap shall be 25 inches. TABLE 303D MINIMUM MONOLITHIC FOOTING SIZE - I & 2 STORY W Reinforcing 20' 12' 2 - *5 20' 1 16' 1 2 - #5 1. Thickness of footing includes thickness of slab. 303.3.2 Wail Anchorage: The exterior walls shall be anchored to the foundation using 1/2 inch standard anchor bolts with 2x2xl/8-inch washers. The bolts shall have minimum 6-inch embedment into the foundations and be located in the corners and at the following spacings: 1. 90 mph: 24' 2. 100 mph: 21" 3. 110 mph: 18' EXCEPTION: If uplift connectors are continuous from the exterior wall into the footing, 1/2 inch bolts with standard washers are required only at the corners and at 6 ft on center, 303.3.3 Holddown Connectors for shearwalls are required in addition to the anchorage required in 303,3.2. The size of the holdclown connectors shall be in accordance with 305,7 and shall be installed in accordance with the recommendations of the manufacturer. See Figures 305RI-4 and 305TI-5. 303-3.4 Interior Footings under slabs shall be the width, W, of the exterior footings and the thickness, T, shall be a minimum of one half the width, W. See Figure 303F. 6x6 #10/10 W.W.F. DOUBLE 3' 0 EDGE 3 1/2" MI f N7-]I W #10/10 W.W.F. 3 1/2" MIN I L —————————————— .6 -7 T 1/2 W W 1=5 0 ff3" MIK COVER W FIGURE 303E FIGURE 303F MONOLITHIC EXTERIOR FOOTING MONOLITHIC INTERIOR FOOTING 1993 SBCCI Standard for Hurricane Resistant Residential ConstructionQ 69