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800 SHERRY DR REMODEL ADDITION 2015 I 0.b. \ . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ALT/OTHER MUST CALL BY 4PM FOR NE)(T DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-RAAR-1 73 3ob Type: RESIDENTIAL ALTERATION Description: remodel/addition Estimated Value: $150,000-00 Issue Date: 2/26/2015 Expiration Date: 8/25/2015 PROPERTY ADDRESS: Address: 800 SHERRY DR RE Number: 170393-0000 PROPERTY OWNER: Name: EGGERS, WALTER E Address: 800 SHERRY DR GENERAL CONTRACTOR INFORMATION: Name: THG GENERAL CONTRACTORS Address: 634 S 2ND AVE TERRY GAUSE Phone: - - PER 1IT INFORMATION: PUBLIC WORKS: Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) A Right-of-Way Permit must be obtained for use of driveway. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Full right-of-way restoration, including sod, is required. FEES: BUILDING PERMIT FEE $630.00 STATE DCA SURCHARGE $9.45 PLAN CHECK FEES $315.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 STATE DBPR SURCHARGE $9.45 Total Payments: $963.90 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH JgN FILE COPY ' 800 Seminole Road,Atlantic Beach, FL 32233 JAN 2 -5845 Office (904) 247-5826 Fax (904) 247 Job Address: F00 '�kewveq D'A\y e RV go�je, 2 auk r-L —Permit Number: 15- 44,199 -17-3 _j 3?--L33 Legal Description i b+ 10,^1( 5, yj 9 5 A Ct-PAIZ &L to i t, Parcel# Floor Area of Sq.Ft. Sq.Ft non-heated/cooled Valuation of Work 0, X Proposed Work heated/cooled Class of Work(cirde one): New Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)f�irde one): Commercial 0 sidentia If an existing structure, is a fire sprinkler system installed? (Cirde one�c Wes 4'io (N=/A) Florida Product Approval#—_ For multiple products use pro(Tu—ct approval form Describe in detail the type of work to be performed: 'Luolel -4ty4ov rJV_5(_, !A OAY�O.A (k 1 A d, uv e- +C2 LP-4 61"Ac_ bC"C_� j � _:5" _ 171 Propein Owner Information: Name: izvoi.) ,21 f�" , -P-Vf 14 '1 c- -Address: city State—Zip Phone E-Mail or Fax#(Optional) Contractor Information- dot Company Name. &u_,z_o I - 7Zne_ Qualifying Agent: cwp4 c Address: &-3q (Ive- , tJ. city �j State f-S- Zip _3zz_5&, Office Phone Job Site/Contact Number 90q 113 V- <I z_!5� Fax# State Certification/Registration# C(iC Q(oZ(2_5'9 Architect Name &Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Addres Mortgage Lender Name and Address A a �he e rtifv that no work ginstalkNon hawnimencAalor to thp, "c �anm nil tru t u tj , rmit Qmes ripu is K On c V' ar"q5y1%r�0jj,'�10kd,mn0% sfiotj ,tl er, a r r t't WIum ing, I ns, es, w r� don n s is m c n ht 0! e . . inc Lo ( I r fn vQ15 I or is c n s a, n Xne URE To C*PM roft MCM6 R 'n d this 1, ation and know true and rrect. Al i?ns o a and ord' this Wiherieb eqtft I have rgo w a 'lonfes ovenicnAthe 0 w e C8, "r9bonvies 0 g,le austhority Nil, ategor can ,�agg e r _,Ahe same to be c ciff rein or not. . e nlp,2�06L a DernIlt a e t. 0 If in sgg S, e i Nc n Rue e Pal in cons u ion opirfle once OL coon i n. wje7 3z ;7 ov s so 'c' w ovisrowns o any o erole era state,or ocalige gu Signature of Owner Signature of Contractor JAIAI Print Name --- PrintName ------------------ Sworn to and subscribed bef gre me SwowAo and subscrib A before me this I LP Day of e P rA 191( 2 ),4 this.1 Dav of . 20) A AAA �,A A V Yzlr V AX/V�4ZI'A"&A iv I — 114V1 Not_a7�)Pub]46 U �&`Public _U Revised 01.26.10 f Atlantic Beach APPLICATION NUMBER j./ City 0 (To be assigned b the Building Department.) Building Department �w 7 L'!�\ 800 Seminole Road -5445 Atlantic Beach, Florida 32233 Phone(904) 247-5826 - Fax(904)247-5845 Date routed: 2.3 E-mail� building-dept@coab.us I City web-site. http://wvvwcoab.us 7 APPLICATION REVIEW AND TRACKING FORM Qap ent review required Yes Nd en' review required Property Address: g &Z ePlanning &Zonin Applicant: r rn 1str tor e ministrator Wor 11ITublic Project: ---;�� 'Purtic ultiliti�� -PMrF_Sa__fety Fire Services Review fee $ Dept Signature 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: pproved. DDenied. (Circle one.) Comments: Qi�F) PLANNING&ZONING Reviewed by: Date-. 2,-do TREE ADMIN. Second Review: DApproved as revised. [—IlDeni(id. Jow PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: First Review- ZApproved FIRE SERVICES Third Review: FlApproved as revised. DDenied. Comments: Reviewed by- Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER (To be assigned b the Building Department.) Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 11 JAN 2 6 2o15 7 6, Phone(904)247-5826 Fax(904)IA7-5845 i .1 Date routed 1/2. E-mail: building-dept@coab.us Cityweb-site. http://Vvvvwcoab.us APPLICATION REVIEW AND TRACKING FORM Property Address: d6l JIMrl, Depai-tment review required Yes No �'�'I ) lanning &Zonin Applicant: re ministrator ur_,7 111-u*b1i'c V-0-rks-11 p Project: :Z�6 ru7i-c-Utilitie�s > -PMTi c-Saf ety Fire Services Review fee $ Dept Signature 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: pproved. Denied. (Circle one-) Comments: BUILDING PLANNING &ZONING by: Date: Reviewed Fi ____yApproved rst Review- TREEADMIN. Second Review: nApproved as revised. FIDenied. 0 S Comments: C UTIL ES Ty Reviewed by: Date: JPU OLICSA ETY FIRE SERVICES Third Review: OApproved as revised. E]Denied. Comments: Reviewed by: Date� Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned b the Building Department.) 73 800 Seminole Road -5445 32233 Atlantic Beach, Florida 6 - '- -5845 Phone(904) 247-5826 Fax(904)247 Date routed: 2.3 E-mail: building-dept@coab-us _;h i City web-site. http://wwwcoab.us APPLICATION REVIEW AND TRACKING FORM "2�� E�ep ent review required Yes No Property Address: LPIanning &Z�onin Applicant: 7V4 I ree-Administrator Project: :Av du Wu—b 71i 7 W o,�r -pMTIC-7��a_f ety Fire Services Review fee $ Dept Signature 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: DApproved. XDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by. Date: TREE ADM IN. Second Review: WApproved as revised. ElDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES Reviewed by: Date: PUBLIC SAFETY FIRE SERVICES Third Review: nApproved as revised. []Denied. Comments: Reviewed by-.- Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER (To be assigned b the Building Department.) -y Building Department f CY, KZ01 _D assign Q tneg�Wep, .11, 800 Seminole Road /7 73 17 Atlant ic Beach, Florida 32233-5445 1 4 - Fax(904)2471-J-A t�2 1015 Phone(904)247-5826 e routed: 2.311 E-mail: building-dept@coab.us Dat Cityweb-site. http://wwwcoab.0 APPLICATION REVIEW AND TRACKING FORM D p ent review required Yes No Property Address: 4-B Planning &Zonin Applicant: I ree ministrator Project: 111-6 P MT,c —fe t y Fire Services Review fee 2 Dept Signature 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 D Reviewing Department First Review: *Approved. enied. (Circle one.) Comments: BUILDING Reviewed by: e- PLANNING &ZONING Dat TREE ADMIN. Second Review: DApproved as revised. DDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:_ Date� FIRE SERVICES Third Review: nApproved as revised. oDenied. Comments: Reviewed by: Date: Revised 07/27110 CITY OF ATLANTIC BEACH Building Department 800 Seminole Road Atlantic Beach,Florida 32233 -5800 (904)247 PLAN REVIEW COMMENTS Permit Application # 5- /Z 19P9 — /73 Property Address: Applicant: 7-# C- -3 Project: /-),7 0 C'/.q/-7Z X641�'/"0.111 This permit application has been: El Approved Reviewed and the 5 e a en ion: 82 Llqw o,-< ct cc,-;,,/alia' n C-e I-Ae-lXacl 9 LeLc- 1 r4 a N��a4ion -Cro rVIN J-,A-e F I cy-id e- Cc-,d-e .20ID-- 8111 -K f, S) y /0/, 2 5jbm U-T/Ifk-e- 1--e y L e-tit. 3 64 r a /'10 '1 U.I Y' 4 ,, r + V-f-\e /I od, 19 L-1 40 Iln 11' 710 ,1,'^(' (,Or\ Pa 0 'Sp 0 f 12 ta pf J Iq fV3�; Qack&�-e cy.IjA Eo �c- Per- 2,:;0-1, & Please re-submit your application when these items have been completed. Reviewed By: M /1, Date: 19-- 5'- C� 15- 61 NOTICE OF COMMENCEMENT FILE COPY State of �VOPA Tax Folio No. County of Vvq�,[_ To Whom It May Concern: r/71-1 r< The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: A4 70, 2� '% 72 S,�e,17�ej .4 Address of property being improved: 9;0c' Pelvt- , A14,Vric General description of improvements: 4t; Owner: JAA�IW 640e4lAl Address: A19 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): <� Name: C ntractor: _7W6z &6necml Address: 4-S� TelephoneNo.: Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: j(&j�1i9A1_C *AIVK 9& 4&IOAIS m0je_r6_4,6,6 — Ae�IVAAI 27AV!�; Address: 92;;AA 26159 19,4-alv,4� 61h';16j_ PhoneNo: 6/66 FaxNo: 977- '-715- 7-W3 Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone 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 OWNER Signed: Date: 1-_7 0 I'S Doc#20115005255,OR B K 17029 Page 7114, Before me tW b 41� dayof-JCO�A" A01 in the County of Duval,State Number Pages:I Of Florida,has-personally appeared 6<bqJA Recorded 01108/2015 at 02:42 PM, Notary Public at Large,State of Florida,County of Duval. Ronnie Fussell CLERK CIRCUIT COURT DUVAL 3 COUNTY My commission expires: 0 RECORDING$10.00 Personally Known: V/ "(4 w1l" Y-A 0,�JA or Produced Identification: NOUrY Public State of Florida Jenifer Renee Berry MY CommissiDn IFF 098805 Vlf'.j Expires 03/05/201 a ,felt. FILE COPY . ORDERED BY: The Law Offices of Rod Schloth 2187 S Third St Jacksonville Bch, FL 32250 904-372-9351 beach@rod-taw.com =mow- PROPERTY ADDRESS: 800 SHERRY DR ATLANTIC BEACH,FLORIDA 32233 SURVEY NUMBER:1410.0133 FIELDWORK DATE: 10/8/2014 REVISION DATE(S):(REV.0 10/9/2014) 1410.0133 BOUNDARYSURVEY 1/2'FIPC L13#G888 DUVAL COUNTY @ B.C. TA13LE: L-1 5 5*1922"If 141.34'(M) L-2 5 8*325G"Iff 2G.02'(M) 24-Cy NOTE5: LOT APPEAR5 TO BE 5ERVICED By CITY WATER AND 5EWEK 30.0 fENGf OWNER51-11?NOT DETERMINED. 110 VO A 0 GOO T 0 0 00 -70 �0 0 0 \'0 0 vo G N'j.T 0111 'q 0-1 UIS\13\ *1-� bv '-0, 0 50- 0 G l�� 0 \60 OA -75 O\ y e. I hereby certify, n )6s ade A f the here un ko ' '�r described th�� dire.clon, and to t f my1kriovAodgeand bell f,'t is a true and accu en f, S ry 'ey stanclar 0 OR 9 Flo' Board of Pmfe iornall ey fid�Wpvrs in C r 5J-1 7 of the F d tratimw. 3a 2a I a 0 is, 30 11 Ns 0 Wesley B.Haas GWHIC 5CALE State of Florida Professional Surveyorand Mapper 1 inch = 30 feet License No.3708 Use of This Survey for Purposes other than Intendecl,Mthoutwritten verification,will be at the User's Sole Risk and Without Llabilityto the Surveyor Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Cerdfied. L m non imP:r)l?RAATlr1K1- 111111111 �o po :-j 91, �A ra Sj 0 EL 5 T ca. N UQ cr CD CD = eb = E UQ (IQ C—D § TO C) C) CD ra. CD t-n la. 5 CD t_n > EL- CD cr Ei. a: 0 CD i CA et (D CD P CD 0 0 — CD CD C. n p 0-4 LK t3 C<D EL CD rrl C"D C-03 CC== go :--I z c� > c) 0 M Z .1 8 CD o o CD 0 Cl (D sn 00 EO CD n CD CD w CD qQ TiliRL eb Ill iL ...... ...... ...... ....... Oil go cn 0 (01 CD 11:3 CD 0 M. ;; -1 tr co -q t. cr Fit; CD CD C). m z e—D 4� fQ CD Co :� co 0 CD CD cr CD CD CD cn 6. CD CD E5 En Q CD ca. 0 C:L. I'D CD CrQ CL C) CD CD CD CD CD CL Qn CD V3 1 0 L—JL— o CD CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FLOFJDA 32233-4318 TELEPHONE: (904)247-5834 FAX: (904)247-5843 SUNCOM: 852-5834 www.coab.us CONTRACTOR: DATE: 1-27-2015 THG General Contractors Inc. PERMIT# 15-RAAR-173 6342 nd Ave. ADDRESS: 800 Sherry Dr. Jacksonville Beach, FL 32250 EMAIL: thgcontractors(ai),aoll.com PERMIT APPLICATION FOR REMODEL AND ADDITION Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions, please contact Rick Simmons, Deputy Public Works Director at 904-247-5834 or email .rsimmons@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) "Provide construction site management plan, including Right-of-Way Permit, if using unpaved right-of-way for construction parking. **A Right-of-Way Permit must be obtained for use of parking. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) Full right-of-way restoration, including sod, is required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works (247-5834)for Erosion and Sediment Control Inspection prior to start of construction. cc: Jennifer Walker, Bldg. Dept. ORDERED BY The Law Offices of Rod Schloth 2187 S Third St Jacksonville Bch, FL 32250 904-372-9351 beach@rod-Law.com PROPERTY ADDRESS:800 SHERRY DR ATLANTIC BEACH,FLORIDA 32233 R:1410.0133 )RK DATE REVISION DATE(S):tFiEv o iwmit) 1410.0133 BOUNDARY SURVEY 1/2,FIFC UWGW8 DUVAL COUNTY 0 TA13LE: L-1 5 8*1922'E 14 1.34'(M) L-2 5 5*32'5G"E 2G.OZ(M) 240 NOTE5: 30.0 LOT AFFEAR5 TO BE 5MVICED BY CITY WATER AND 5EWEK. FENCE OWNER!'5KIF WYT DETIMMINED- 0 G9 10 ev) kp-5 r,4-1()2� \O ID'b'AO 0 16 -jo 0 Vo r 0.0 V0 00 -00 \9 I hereby cerfily"Al oftehenton described phbperty�iis biplipade�Ader my direction, and to the best of my knoitile*and belief,A is a he and amNate riepiwentation of a wrvey that meets the standards of Wactice set forth by the Roriatt Board of Professional�§jtrveyors Willi in ChilOtv 5J-1 7 of the nodd.Adiii�� lir 20 to, 0 3C N 1 WNW&NM GRAPHIC 5CALr &FAWmdmww I inch=30 fe--t U�114&31111 U�afThK Surwy kw Purp�othw tha�1,,tended.WfthM ft—vedriMln.�11 b..the U,-r%Sle FUsk and Wittioat Uabdity W the surn�w hei—i Shall be�--d W rAv ANY w flawlits;W Any�Ottw than thow cmd1litit FLOOD INFORMATION: POINTS OF INTEREST NONE APPARENT. UNICIP TYOR FE GOV,THE PROPERTY APPEARS TO BE LOCATE IN ZONE X THIS P OPERTY WAS FOUND IN THE CITY OF ATLA I BEACH,COMMUNITY NUMBER 120075,DATED 06,W13. a Rrown DATE:10/9/2014 MikeBro\An32034@gmaj1,com c: 904 206.1161 n and Debra Brown RRY BROWN AND DEBRA BROWN;THE LAW OFFICES OF ROD SCHLOTH;OLD REPUBLIC NATIONAL EXACTA TITLE INSURAINICE COMPANY --ta ild— Land Surveyors, Inc. PM6-735 1916-F.866 744 2882 FThis is page I of 2 and is inot valid without all page,s. LBS 7337 119W Fairvilit,Lzim Drivit Wk I-Ft Myen,Fl.33913 REPORT OF SURVEY 1410,0133 This is page 2 of 2 and is not valid without all P89M LEGAL DESCRIPTION: LOT 70 71 AND 72,SECTION 3,SALTAIR,A SUBDIVISION,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 10,PAGE 16, OF TH�POBLIC RECORDS OF DUVAL COUNTY,FLORIDA. JOB SPECIFIC SURVEYOR NOTES: THE ASSUMED BEARING REFERENCE OF NORTH 65*30'49*EAST IS BASED UPON THE NORTHWESTERLY LINE OF LOT 70,SECTION 3, SALTAIR,A SUBDIVISION,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 10,PAGE 16,OF THE PUBLIC RECORDS OF DUVAL COUNTY.FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Dewfiption used to perform this sum"was supplied byahen.This someydoe,irsordemonim or impiyowmirship, I This sumay,onlyshows mapomments found abonn,ground Underground foofing%utilities and encroachments am not located or,this sumaY malt I a them N a sephic tank or durin held,hown on thusmey,the location i,.pp..i—.an,he location was either shown to E.—by-bad Party or a was estimated by meral debechim, pmbingmd�a��Kwiab�gr,,r�dillp�i'llnOY 4� This summy is�Iosavery for the use of the parties to whom it is certified. 5. Addition,w delehom sn this so meY arap,nd report by other than th,signing Party or parties K prohibited without written consent of thesigning party m parfie, 6. Diamnsion,am in feet and decionall therenif. T Dm to—yang,c—tructicin,tandarrK houw diawmasno am appmaurnate. 8. Any FEMA flood zon,data contained on this wimey is for informational Purposes only.Research to couinsuch data was penfounimit a—.f—a.g—. 9. ml coam,,�marked as set,,at,minimum,wdiarmare,18-min mba,with a cap stamped Lai to.ifyou am reading this,urvey in an electronic format th,information cormared on this document is onlyalid 0 this ocuomm is efectrimically,ignedpecifted in Chapter 5J 17.062(3)cli Florida Adminisharow Code.The Bectrrunic ignatum File related to this document is prominently displayed on the ioice for this s,mey which is sentimcler manually signed and ueided",of all sumey signaure W,am kept in th,,fficef the performing sumeyor.9 this document is in paper format his�,alid��t�,,gmtumar,d�gi�l,,edwi,f,Fb,�,Licm�S,�, i i.uniess otherwise noted,an touirnmatita,of the abstr,ct "ale was NOT perforosed by the signing wmvp,to determine which instruments,if any,,m affecting this property 11 The symbols reflected in the legend.nd onth,wmey may h,iw been enlarged or reduced for darity.The symbols hame been dotted at theo,merofthe 19,ld 'Mmy�mp�ntth'�t_l".Pe�'L,�.f,h�fe�,ure asclefined by the panormilendithis sumeyThem may becicationisl PO4',whkh am not shown not calkid-outas PCH's,.r which amotherwise unknown to the sw,w.TheaP0rsmay not mpoeserm,tlaeonsraintemst foi the liewer 14UNA�sh�mt�,uboOpmpertym,y�m,y�i�,awt�,,,istem,ofwmdedwm�ord,d�ilfty...—�. 15 The information contained on thi,surweyhas been performed iodl,ormiyarid ischi,soW—p—ibilayf Eana Survey—Additional lki�gcr-lef—es to third armlionn—for informational Purposes only 16.P_aam to F-5,558.0035,an lodWidual empl-Y-or agera may not be held individually liable for negligence. 17.House meawnimeof,should nor be med for new,idismatruction or pliumang,W.,aerammis should be viadied prim to such adwity LEGEND: 5UFVMR5 LfGEND Uia demincAndi se- .—a— adr`d�_ o,be'eid �oruae ct'. dagia Uiat. cuel,bed, dae`ew"� o— dindea.,,ecdepeod, cui- w, MEDo'cuimatuee eV1,0011� cur duciandit 1.1� "i:c 'c' re mce—_ t T� uporn— ELECTRONIC SIGNATURE- PRINTING INSTRUCTIONS: OFFER VALID ONLY FOR: 1.Mile viog the mavey in Adobe Reack,,wiect the Terry BronArn and Debra Brown me Ei,cto,a Sigww,,-f im crPord,Statumn%E-X 'Prunt"button nclw the"File'tb. Charter W,if thiswas monmed elecorraically 4 PM ———————————-- a has nee, S'nedt IN, 2.Select.printer with legal sated p.1- 3.Under"Print Range",dick Wactttia,"AJI't 4.Under dw"Page Harkdiag"�on,sel=umlbel dcwoo,dat of op,in that you would like tc,coot. ji,order to solisim,th,flacmanic sworumd'ry, -a air S.Undea dw'Page Scalmg�selection drop down m tielrect"N" 2S% off 6 Unched,the'Auto Rotate and Center"checkbro, (UP TO$100) or wwoomey.,_ 7.Check the'ChDm Paper sim by PIDI"ch—licbmi. ANY FU fomthe W—fams TURE a Click OK to print SURVEYING SERVICES a-itumaddilla HIS PROPERTY 1+1,the main print,choose ON T 2.Choose-Quality'from the options. thesimecroi.,....1c. 3.Change from'Auto Color'or"Full Color"to "Cray Scal.*� Ex cta Land SurveyQrs,InQ PM6435-19164M&M-21111112 LEE):L(C w)A C T A LBO 7337 11940 Fbb IiAhas Drift Suite 11-Pt.hililiam FL 33913 111MMS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: J 150047 - Brown Addition MiTek USA, Inc. 6904 Parke East Blvd. Site Information: AT R a,FL 33610-4115 Customer Info: Jax House Project Name: Brown Addition Model: THG Contra Lot/Block: Subdivision: Address: 800 Sherry Drive City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License #: Address: State: City: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010[TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. ate /1 3/015 SWOOP /1 /01 U s Name D 10, 2 Owe PJ T�68 3�65 9�41 TA rO 2S 2 3 5 A The truss drawing(s)referenced above have been prepared by MiTek 44 Industries, Inc.under my direct supervision based on the parameters N provided by Manning Building Supplies. 39 0 S Truss Design Engineer's Name: Albani, Thomas a is February 28, 2017. My license renewal date for the state of Florid IMPORTANT NOTE:Truss Engineer's responsibility is solely for '.0 STA-TE OF Z esign parameters shown 0 design of individual trusses based upon d A% 4 V have not been verified ORk on referenced truss drawings. Parameters as appropriate for any use. Any location identification specified is 6; &/ONAC�� %%% for file reference only and has not been used in preparing design. I I WO"* Suitability of truss designs for any particular building is the FL Cert. 6634 responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. February 13,2015 Albani,Thomas I of I Brown Addition T Job Truss i Truss Type 6836593 Common Supported Gable nc�. A01 Job Reference tional) 0 J150047 Inc. Fri Feb 13 12 i08:59 2015 Page I 7 610 sJan 16 2015 MiTek Industries, mUQD2iRhxBBllblXlr UlTwrqzlZtl Manning Building Supplies. Jacksonville,FL ID:2uOl878iO4BlvtZti2wNllyOYcT-IkGr1 izxt3u-eqt- - 20-" 22-0-0 2� _2_0_0 10-0-0 10-0-0 2-0-� 2-" 10-0-0 Scale 1:41.1 4x4 4.00 rl 2 6 7 23 22 9 10 3x4 Z� 3x4 5-� 4 11 21 3 24 12 2 1 6 3x4= WO J 20 19 18 17 16 15 14 4X10 3 1 x4 Z�3x4 3x4 20-0-0 20-0-0 Plate sets(X,Y)-- [2:0-3-8i,Edgel 12:0-4-12,Ed el,f270-1-12,Edge),[1270-3-8,Edgel, 1 2�0-4-1 2,Edge],112:0-1-12,Edoel ---------- 7� — PLATES GRIP LOADING(psf) PACING- 2-0-0 CS1. DEFL. in (Ioc) Vdef] Ud S 0 MT 244/190 _T n/r 9 20 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0-02 13 n/r 90 MT20 TCLL 20.0 13 n/r 80 m r I E TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.02 n/a n a S V /r 1 0 We, t 91 20 T h lb FTO Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 12 n/a n/a BCLL 0.0 * 13 n/r 120 Weight:91 lb FT=20% BCDL 10.0 _1__CodjeFBC2010/TPI2007 (Matrix) Wind(LL) 0.01 BRACING- LUMBER- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. TOPCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing, BOTCHORD 2x4 SP No.2 MiTek recommends that Stabilizers a d required cross bracing OTHERS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide-------- REACTIONS. All bearings 20-0-0. (lb)- Max Horz 2=-55(LC 10) Max Uplift All uplift too lb or less at joint(s)18,19,20,16,15,14 except 2=-194(LC 12),12=-194(LC 12) Max Grav All reactions 250 lb or less at joint(s)17,18,19,20,16,15,14 except 2=271(LC 21),12=271(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(1b)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=4511;L=24ft;eave=2tt;Cat.11; 2)Wind:ASCE 7-10;VuIt=1 30mph(3-second gust)Vasd=1 01 mph Exp C;Encl.,GCpi--O.18;MW IFFIS(directional)and C-C Comer(3)-2-0-9 to 0-11-7,Exterior(2)0-11-7 to 1 o-o-0,Comer(3)10-0-0 to 13-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 wind(normal to the face),see Standard Industry 1 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1- E N 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 3 38 ottOrn chord live load nonconcurrent with any other live loads. 7)This truss has been designed for a 1 o.0 psf b of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt: 8)*This truss has been designed for a live load fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,19,20,16,15, 1�4 411 Z pt 61=1b)2=194,12=194. ATE exce del was used in the analysis and design of this truss. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity mo 0 4 0 R \ID % "r,110 N A\- 00 FL Cert. 6634 February 13,2015 4u -7473 BF.FORB USE. -t-—d RFAD NOT73S ONIWISAAU)INCLUDED#uTRKREFEREJVCB PAGE A91 WARAUNG-V_ify d—ig-P—'— rameters shown.and Is for an individual building component. Design valid for use only with Mflek connectors.This design is based only upon pa A building designer-not tooss designer.Bracing shown ameters and proper IncortDofation of component is responsibility c Applicability of design par ability dLAIng construction Is the'responsibility Of the MiTek' I for ajerat 9 respons"Itht of ff-�e building designer."general( s I uppori of Inclividuat web members c"y. Additior"temporary bracing to Inskne st guidance regarding erector. Additional permanent bracing of the overall strructuie is the =At ANSON I Quality Criteria,DSB-89 and BCSI-juilding component 6904 Parke East Blvd. fabrication.quality control,storage.delivery.erection and bracing.CO Tampa.FL 33610-4115 e 781 N.Lee Street.Suite 312.Ajexcindr",VA 22314. Safety Information available from Iruss Plate Institut. /2013byAtSC tif ScKuthem wine(spi tumbef is specified,the design values me these effecttive 06 1 Brown Addlion Job Truss i uss Type T6836594� Common Job.Refe J150047 A02 g"Wtust n., b 3,12:09:D0201 Pagel 7 610 a ja 'ia g 80 Manning building Supplies,, ID:2uOi878iO4BlvtZti2wNllyQYcT-VwqEEe-gvo7;�' dn,,ilDe El kgkkGjp7i5hCTNGzlZtH _0 14-7-2 20-0-0 2-0�O 0-0 �2 5-4-14 4-7-2 5-4-14 -7- 2-0-0 5-4-14 4 2 Scale 1:39.7 U4 4 4.00 F1-2 16 1.5x4 5� E rU S— 1.5x4 AO2S 5 3 6 2 7 1�6 8 US 3x8 3X5 20-0-0 10-0-0 10-" Plate Offsets(X,Y)-- [2:o:j�dqel,f670-2-8,Ed-------7- --- DEFL. in (loc) Vdetl Ud PLATES GRIP LOADING(pst) SPACING- 2-0-0 CS1. Vert(LL) -0.13 B-11 >999 240 MT20 244/190 L LR' TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 C BC 0.96 Vert(TL) -0.34 B-11 >704 180 1 TCDL 7.0 Lumber DOL 1 25 1 WB 0.18 Horz(TL) 0.05 6 n/a n/a C 0.0 Rep Stress Incr YES Weight:87 lb FT=20% LBCLL BCDL 10.0 Code FBC2010/TP12007 (Matrix-M) BRACING- LUMBER- TOPCHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. TOPCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOTCHORD 2x4 SP No.2 MiTek recommends that Stabilizers a required cross bracing WEBS 2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 2=850/0-3-8,6=850/0-3-8 Max Horz 2=-60(LC 10) Max Uplift2=-375(LC 12),6=-375(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 2-3=-1534/701,3-15=-1156/490,4-15=-11141498,4-16=-1114/498,5-16 1156/490, 5-6=-1534/700 BOTCHORD 2-8=-568/1421,6-8=-595/1421 WEBS 4-8=-1 17/471,5-8=-412/288,3-8=-412/288 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VUlt=1 30mph(3-second gust)Vasc1=1 Of mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=4ft;Cal.11; Exp C;Encl.,GCpi=o.1 8;MWFRS(directional)and C-C Exterior(2)-2-0-9 to 0-9-12,Interlor(l)0-9-12 to 1 o-0-0,Exterior(2)10-0-0.to for members and forces&MWFRS for reactions 13-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C shown;Lumber DOL=1.60 plate grip D0L=1�60 E N ith any other live loads. 3)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent w gle 3-6-0 tall by 2-0-0 wide will 4)*This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectan 3938 fit between the bottom chord and any other members. truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt--lb)2=375Z W. 5)Provide mechanical connection(by others)of 6=375. ru ber end fixity model was used in the analysis and design of this t ss. T 6)"Semi-dgid pitchbreaks with fixed heels"Mem ATE A, -4 0 R X'O-"* % Jp"" ONM-�% % �F�LCFebruary , 015 e�rt663�4 � 132 Vmjf, N AM INCLUDED JUTEK REFERENCE PA101E MI-7473 BEFORE LASE, --cimm�d READ NOTES ON IWIS am building component. 80 dl dual a y dasign p� 'V07E and is for an in \,j WARMNG d n rameters shown, his design Is bored only upon pc Illy of building designer-not truss designer.Bracing shown 9---_'_'y ,In Mirek' of tL Ity,during construction Is the responsibility of ffv _i'- to IML90 StatA t the b(AcHng desigrv,For genefoi guidance regarding e S. , -89 and BCSI Building Component 6904 Parke East Blvd. pi I Quality Criteria,DSB Tampa,FL 33610-4115 exandria.VA 22314. tive W01/2013 by ALSC d— —d k this d.- W V-'f y P 7y - sign v� for use-- t M --n—l-rs in is 'V'W design o o eraf n nl- W_"__�_r er for �.afion 'fy co ir s'. c_ n ag saf.ty".. all ir 777- g > m > 0- z > Sn 1p �n- > m --4 OD M m CD > 0 3 z r- 0 j74 CD 0 0 F U. (�D X� m 0 > o > 0 D C) 0 :3 1 0 00. 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MOJJV ue ue SJBPM v V IsOd v V-) S, df Pv/� 29 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 MECHANICAL GAS PIPE PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-MCHG-908 Job Type: MECHANICAL GAS PIPING Description: gas piping tanks water heater Estimated Value: Issue Date: 4/20/2015 Expiration Date: 10/17/2015 PROPERTY ADDRESS: Address: 800 SHERRY DR RE Number: 170393-0000 PROPERTY OWNER: Name: EGGERS, WALTER E Address: 800 SHERRY DR GENERAL CONTRACTOR INFORMATION: Name: AEI INTERNATIONAL CORP. Address: 7709 ALTON AVE QA LEWIS SPRADLIN Phone: FEES: Gas Pipe Outlets $22.00 Gas Piping Vented Units $5.00 State Mech DBPR Surcharge $2.00 State Mech DCA Surcharge $2.00 Trade Permit Base Fee $55.00 Total Payments: $86.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 JoB ADDRESS: PERmrr# PROJECT VALUE $ NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit — Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: (%Aa5—PL1 U six months.I hereby certify that I have read Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Phone Number A- A kQ 92-5 Property Owners Name Kk �S Office Phone:javj-9 44AFax-3 It-93,50 Mechanical Company Co. Address: City �k �- .State�f—k Zip �3 22-1. State Certification/Registration# nt): Ile- 'I �CL License Holder(Pri , �b� Ider Notarized Signature of License Ho is /37 tA- day of d 20 /5 Sworn and subscribed before me th — a C E,j,�Vpq� ay=b At�-- M ..- — Notary puNic State of Florida s S pt Signature of Notary Public tephanie Renee McGuire Aa� m y C mr.�0 A as n FF y commi ion FF 033716 re OF fV Expires o8/01=17