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151 SEMINOLE RD - DETACHED GARAGE, ENCLOSURE & PAVER PERMIT 41 '1PPSs CITY OF ATLANTIC BEACH "' 2 800 SEMINOLE ROAD 73,_ fir ATLANTIC BEACH, FL 32233 �olii> INSPECTION PHONE LINE 247-5814 RESIDENTIAL OTHER - SINGLE OR TWO FAMILY RESIDENTIAL OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RESO17-0039 Description: construct detached garage, screened enclosure, & paver patio Estimated Value: 64900 Issue Date: 12/19/2017 Expiration Date: 6/17/2018 PROPERTY ADDRESS: Address: 151 SEMINOLE RD RE Number: 170609 0000 PROPERTY OWNER: Name: TREUEL LISA A Address: 151 SEMINOLE RD ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Belmar Contractors, Inc. Address: Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. olali:,-.4_, City of Atlantic Beach APPLICATION NUMBER ^s a Building Department (To be assigned by the Building Department.) ts� '�-.S0 19--00 39 800 Seminole Road °-71. Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 0 I I ( I�1 i �?,,3 E-mail: building-dept@coab.us Date routed: 1 ` `f' City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 'S ` SOc)t W-e__ 0 . De•artment review required Yes No Buildin Applicant: 'a QA M Gt-( CDr katol rs I (,, anning &Zonin r► A Tree Administrator (',t Project: r Sk 114-(--+ 6.t✓ q(t-10--A-Q,1 PublicT/Vorks (WtL� t, AA)L� Public Utilitie� Va,-k- Public Safety l 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: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: r� _ '�� BUILDING ��e�{s P,`✓ k J S(/(t/ey •' �._b44`- r_,., J PLANNING &ZONINGfa (� _ t Reviewed by/..--. Date: — 7 TREE ADMIN. Second Review: nApproved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ir,,,,rl(, TREE & VEGETATION AFFIDAVIT J4 r ' ), City of Atlantic Beach r A Department of Community Development r li Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 \,c)'il-r (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION VOwner(s) fl Legal Authorized Agent* NAME OF APPLICANT L1 Scti Tit v cl NAME OF COMPANY /� �� ,.1�/ \,,,,ly �L -' AL S ^(- ADDRESS OF COMPANY 9 3 L1 Svletttv 140e ` _,-,c L5c, vi 11-e t3e&Ltn, FL, 3 50 PHONE lqt.)N>(cia 9 0.3 CELL EMAIL belw,avc nl-vo.ckor') e c,,:n„ca5t-.te CONTRACTOR CERTIFICATION NUMBER LCL 0,4 to_77,4 ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 151 3ew„„,o\r I-c' If an address hos not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION • 'pc 3e` I 4,-,,c-4- 1,01- (G•3i LOTA) .v3k-- 1..,+L. BLOCK SUBDIVISION Oil I to r,1 1-0.1i Seg I REAL ESTATE NUMBER i-l0(o01 _ 000 LOT OR PARCEL SIZE: C9-7 el'7 SQ FT 7 7,1 AC RESIDENTIAL X COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, 'Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described or adjacent properties in conjunction with this project. c)/( c_L,6 ..)-1. _4-( SIGN TURE OF OWNER SIGNATURE OF OWNER Signed and sworn before mei on this lLI day of Sph 1 , ,00 ,by State of EI.614L-15A ‘Ccu(,l �~''PP County of ' \Net Identification verified: O, ('c 11 CeSe_, Oath sworn: T Yes E No 64 044 yituyivc XJ 40 Notary Public State of Florida Notary Signature Erika Ospinai Klanjac i < My Commission GG 103454 My Commission expires: 110) II Expires 05/10/2021 ;01,:w.f../1 [1-0 irt,'s (6—Ell V-1-1-1, fr\-\\ i l i CITY OF ATLANTIC BEACH JJ ' '� 800 Seminole Road I �� y ! Nov 2 2017 Atlantic Beach,Florida 32233 1 J r� ! '.1 Telephone(904)247-5800 L "L,._._.-___-. �a' - FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 101 1'1 Received by: Resubmitted: Permit Number: R E .t.� 1 i 842 Original Plans Examiner: Project Name: Project Address: til 56A,,;„,,,ie fq) Contractor: tXltMrasr Cr1;vl aticAt9 Contact Name: arArtn 1-Fomna_ Contact Phone : (qo) (ala-icto' Contact e-mail: betmcw e_ovrfivi.rinv , @ cbbLic&,-1-,ti et Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: PveZ t c+ t, rrr ch l i 4r 4- B;O� 5,. - i u 's Ita-1-ryr 41 c ScafCr,.., ?c>vck4 17,ci't9 PS C. • • Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.1(print name l f- affirm that the above revision is inclusive of e proposed changes. lr/ath7 Sit, ICC Of Ont etor/Agent(Contractor must sign it increase in valuation) Date • Office Use Only Date: Approved: '7. Rejected: Notified by: Plan Review Comments: Department review required Yes No arming&Zonin .1 Tree Administrator Plans Examiner U is Wor / l - Public Utilities — — Public Safety Date Created 4/1346 Rcv.3 Fire Services MAP SHOWING BOUNDARY SURVEY OF NORTH 33 FEET OF LOT 632 AND THE SOUTH 33 FEET OF LOT 631, PLAT OF SECTION No. 1 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 8, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: NCV 2 1 2017 L:+ SEMINOLE ROAD (70'RIGHT OF MAY) 66.00' `PLAT) Q�.N.C21'56 4.5' E 65.85' (MEASURED) 317.00•(PLAT) BLOCK 0.2. 317.,3.(MEASURED) CORNER CD2 Y 17.00.(PUT) aT.Da(PLAT) t�.uoD'(PLAT];. ;7� n.ao'(Pun 0.3✓ �- \D.3. I- CC • 20'BULONG "- 0U RESTRICTION LINE 0� r �7.r / 31.1• ::I �Sl\m�.- a� W - a v A/C, ONE STORY 'a _B �a MASONRY I� oo M 4 POSTED # 151 " W •= rn o ci 8 - iH. {{ I BENCHMARK tSET X-CUT 7.6'--' 31.1' ��zT1" -`�' ELEVATION 1473 I' J)_ NAM)MB i LOT 633 ADDITION I 3 - I � (? W LOT 630 • A=1 ✓ me' w I PROPOSED as Q 2- trE- PGARAGE n6 6p Z • LOT 632 LOT 631 - ssI • I 5 BUILDING II .._.RESTRICTION UNE .J 4,2)lio. 0.3',..)....0... . I 3'• S 21'38'17' W 41 65.96' (MEASURED) 66.00' (PLAT) LOT 646 LOT 645 LEGEND: —B— - FENCE O- CONCRETE �D�. o-SFT lir REBAR STAMPED P9//61.6 ✓= EXISTING GRADE •=FOUND 1/2-IRON PIPE NO IDENTIFICATION PC = PONT OF CURVATURE (UNLESS OTHERAISE NOTED) PT - POINT OF TANGENCY •=4'0"CONCRETE MONUMENT PRC = POINT OF REVERSE CURVATURE A/C - AR CONDITIONER PCC - POINT OF COMPOUND CURVATURE NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE ASSUMED BEARING OF S 68'00'00-E ALONG THE NORTHERLY BOUNDARY UNE OF SUBJECT PARCEL DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE 'X- AS SHOWN ON THE 10-30-17 TOPO&SITE PLAN NATIONAL FLOOD INSURANCE MAP DATED JUNE 3,2013. COMMUNITY NUMBER 120075.PANEL 0409 H . 3. THIS SURVEY REFLECTS ALL EASEMENTS&RIGHTS OF WAY AS PER RECORDED PLAT Re/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED,NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4: THIS SURVEY IS NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL JOB # 28156-A I DATE OF FIELD SURVEY: 10-29-15 I SCALE: 1" = 20' Oil\ Ray Thompson CERTIFICATE I HEREBY CERTIFY THAT THIS,'• OE UNDER MY RE9'ONSBLE CHARGE SURVEYING, Inc. AND MEETS 11E STANDARD _ • T FORT BY THE FLORIDA BOARD OF PROFESSION L 't��X:`S A � 1 GRAPIER SJ-17,FLORIDA [Going the DISTANCE for You, "DMIas RAT VE""�' ANr 1P aN •`� OINDA s ATU Es 1825 University Boulevard West ��� _ Jacksonville,Florida 32217RAYMOND THOMPSI (Phone)904 448 5125 REGISTERED SUR OR AMDETVId PER 146 STATE OF FLORIDA (Fax) 904-448-5178 L {ScHUSINE S 7469 LAND SURVEYS 0 CONSTRUCTION SURVEYS BDIVISIONS ;.t�Yviri City of Atlantic Beach APPLICATION NUMBER �, , Building Department (To be assigned by the Building Department.) \cJ 800 Seminole Road 0 ` 1—Oct 3C, 4---- '�"-,. Atlantic Beach, Florida 32233-5445 III Phone(904)247-5826 • Fax(904)247-5845 `, 010 js- E-mail: building-dept@coab.us Date routed: 1141 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: .S- ' SOnt (\D -Q- OJ • De artment review required Y� No r ,, T_ Buildin I/ Applicant: 9 Qom` MCt-( Colli(&LADISIX-Y\C• Tanning & ZoninT n,, ^11 Tree Administrator Project: CZINSA IIL�" (J�i2i Wall ct-f tt.y_ blic Works) 6C,CP,LNIA Lr 'w,W1.I p. a J�1� CPuPublic Utilities l� v a Public Safety `l Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date 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. KDenied. ['Not applicable (Circle one. Comments: BUILDING PLANNING & ZONING Reviewed by: Date: IC, I6 /7 TREE ADMIN. Second Review: ['Approved as revised. ✓Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: f'X Date: /1"?7•/7 FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: / Date: 2 71 7 Revised 05/19/2017 ECEOVEn :rid' Building Permit Application �� r City of Atlantic Beach OCT 22011 800 Seminole Road,Atlantic Beach, FL 32233 y,`Jfi1r Phone: (904)247-5826 Fax: (904)247-5845 - Job Address: IS . .VA--i lnole i , iiif-14uAi-L ibrc.cIA, FL,3aa33 Permit Number: 1L6S D 19"—00(35 Legal Description 10•-'6 Ii-3- l E / 5,.14;- Scc 1 1 5 "b3 F+ Lot Gz't 1 A'7 4 Lt-k-lv3ARE# i1p(12Ca - ococ) Valuation of Work(Replacement Cost)$ co4,' pu.,Ca Heated/Cooled SF 1l1 Non-Heated/Cooled 43 • Class of Work(Circle one): Newdditi�Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esidential lr. • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: .',Uil u ae, extc-A '_ Dj0.vay._ Aldi A .fee tne_v iv, cc.e..6i1To./ -la Tt.0 clL 1"t bbv' cl povtsr i t-tb Florida Product Approval# for multiple products use product approval form Property Owner Information Name: (,--ilipid., ( Address: i• -t e-xv,-i-,hc.le. R? ` City 101+lav,'+it Rza On State FL Zip °57c13'3 Phone («;tr<- J `?35- 5 �V-) E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: P.xlvvw,y Cev\i-vo-ci-c%ve-) ZAc_ Qualifying Agent: -Solrnn l4p4,f-,nc` Address trbo 5,,e tv Ave, city,,.,Lk_.,,,,,,,`!k- exy,,, n State FL Zip '3 -t.-) Office Phone (ci- (eta- 9°Ic-j Job Site/Contact Number L icy) (p1,�- ,190--> State Certification/Registration# Cr:A.-0-101/4 E-Mail be1,v,Avrc&rIvac+c-.', V ceir,-,cAS+. :'ic+ Architect Name&Phone# -RCIO,ev-1- u). ra.1 / (', ),a@a-l tit, Engineer's Name&Phone# . ;,c,.5 LuCaS / ( l e4) Aoc- 9 X 90 Workers Compensation e_XtWi _ Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT ,,,,, .a (W, AA (Signature of Owner or Agent including Contractor) (Signature of Contract ) Signed and sworn to(or affirmed)b fore me this I L( day of ignedand sworn to(o . -'rme• be o e m• his da of efiKA Osp►nal &Ln1GC 4x([ , ,t �..�-�,'. by - �. . �.• _ ti�wc\ d r No Public State of Florida /� `.Erika Ospinal KlanjacI. , 1'YaLN1` Ong!t,/ • +�4 My Commission GG 143454 (Signature of Not ark) 1�"�:PY''•,. JEANNE : I( '`�T.66-.3. °rY) Aja Expires 05/10/2021 / _f • •;.1 Commiss• #FF 102:-0 J ly 15 ILA 1 ZQl1 '"-��.a Expires ,2018 ,Pt,!`,`, Bonded Thm TMoY an IImmo 800.385.7019 [ ]Personally Known OR [ ]Personally Known OR {Produced Identification ` [,.]'Produced Identificat'o ( - Type of Identification:Identification- 11 C 1Se. Type of Identification: Aoki .1/ C ('-e t,--t,, t Ih), - CITY OF ATLANTIC BEACH ilkt\ II 800 Seminole Road --Al 1 r i i y NOV 2 1 2017 Atlantic Beach,Florida 32233 r� 's i j Telephone(904)247-5800 ._5,- ' t! ''t------- ssi L— FAX(904)247-5845 N`-=','.1-:/----.91-119'i." !,���9� REVISION REQUEST SHEET HEET OR OFFICE COPY CORRECTIONS TO REVIEW COMMENT sate: I .;, 1 Received by: Resubmitted: ermit Numbe • C E;t) i i _89N •t'•' : ' ans Examiner: Project Name: - Project Address: t.5l 50n,,;.,,,,le R� Contractor: beltway Ceti fvactm-9 C tact Name: 'Setnn t+ohr Contact Phone : 06;4) (o ta-Seton, ontact e-mail'���1>a y ex,vyfv,•cinv5 @ c,,,,-,c&9-{ Viet Revision /Plan Check/Permit Fee(s)Due. 52,..p.. � Description of Proposed Revision to Existing Permit: Pvcxl CC--I- pp.fe v l __...._ '] C)c Si>-4CAket Bk5c� 13M7hvt tX. s YVIG-+t r r a t CD v" ,--x- cel-, p vem Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name)_ ,rsd _ affirm that the above revision is inclusive of tc proposed changes. /2_7 Pia/P-7 Sis ire of contractor/Agent(Contractor must sign ir increase in valuation) Dale ^� Oflice Use Only Date: /1-j7 w' Approved:` _--.-------- Rejected: x Notified by:-----_.--- - Plan Review Comments: f rvSS Plans no f 199rdveol lay Ec-rt- ye _ _ De artment review required Yes No arming&Zonin� Tree Administrator laps Examiner u is or -- / /-27 -1 ? Public Utilities -- - - Public Safety Date Cream]4/1346 Rcv.3 Fire Services j" CITY OF ATLANTIC BEACH _ ;-) 800 SEMINOLE ROAD J �r ATLANTIC BEACH,FL 32233 (904)247-5800 �Olil�r BUILDING DEPARTMENT REVIEW COMMENTS Date: 10.16.2017 Permit#: RESO17-0039 Applicant: Belmar Contractors,Inc. Site Address: 151 Seminole Rd. Site 934 Shetter Ave.,Jax Bch. Review: 1 Address: RE#: 170609-0000 Phone: 612.9903 Email: belmarcontractors@comcast.net Homeowner Lisa Trevel,863.838.5043 CORRECTION COMMENTS: These are review comments from 1 of 4 departments reviewing this permit application. 1. . //-27- 17 rrt c . 2. I : : • � • not . • . . . • is o • . : •ing i . U-2-7-!7 infr 3. . a pros is • • he - - - . . • • . . -- • , oof �. //•27 i) 4. i s • i •nnLnn it . Submit 2 copies of the engineered truss package for the garage. The engineer of record for this project shall sign off on these as well as the tr ei ineer. /)o � dont Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 1 ee v i e w corn wl n e h-‘a ;)•e,1 1)" 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 2 fit_ Y` t. CITY OF ATLANTIC BEACH 800 Seminole Road A r , 0 Atlantic Beach,Florida 32233 V , -011 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS I ate \2 i b 11- 'evision to Permit Corrections to Comments Permit # IE-5 C)17" 6 0 39 Project Address I 5 \ 7 (SvI k 1.6 0 Contractor/Contact Name /\-17(k.,.11\RA\-- Phone 7(k.,.11\RA\-- Phone q % 4 (0 \2 Ct 0 '?'") Email J V I 4((\) 0 A k & C-g VI C A 171,, \:1 --1 Description of Proposed Revision/Corrections: Revision Review Fee Du $ S-0, 00 Ej0 ( 01 0 ( n \ om AoM Al eCa ['CS VL4 � �i`U� L W ( S ( a t 0 rte 1 � P J Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved A Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: dial. . 1/11 ^ .nning & Zoningviewed By Tree Administrator Public Works Public Utilities / 02'1 7.17 Public Safety Date Fire Services 4 80 Seminole Road / d l R ej Atlantic Beach, FL 32233-5445 / 5/ Ofc (904) 247-5844 ` Fax (904) 247-58450 R & SIO 0 — ° 3 OFFICE COPY 11.27.2017 Second Review by Building Department Item #5 from the first review has not been met. Engineer of Record, Douglas Van Lucas, shall sign off on both sets of the engineered truss plans. R-ei2. Mike Jones �7 Building Inspector/Plan Reviewer City Of Atlantic Beach 80 Seminole Road a Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 rn61i/e0/ 2n (Review Comw.eA t.r 11-27-!7 r'''/1/ j A,4Pic* Q_A 0 P - i / z 8/i 2 ==-��\r f ,- !_.J-V-1 , ss CITY OF ATLANTIC BEACH " '" 800 SEMINOLE ROAD 1e ': J ` "r OFFICE COPY ATLANTIC BEACH,FL 32233 _ (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 10.16.2017 Permit#: RESO17-0039 Applicant: Belmar Contractors,Inc. Site Address: 151 Seminole Rd. Site 934 Sheffer Ave.,Jax Bch. Review: 1 - Address: RE#: 170609-0000 Phone: 612.9903 Email: belmarcontractors@comcast.net Homeowner Lisa Trevel,863.838.5043 CORRECTION COMMENTS: These are review comments from 1 of 4 departments reviewing this permit application. 1. Submit 2 copies of a legal survey. 2. Florida product approval numbers with `R' values at the end are not acceptable. They must be decimal point specific to the actual product being installed or whole numbers. 3. Please submit the product approval number and 2 copies of the manufacturer's installation instructions for the standing metal seam roof system. 4. The ridge board size and material type is missing from the framing details for the screen porch. Please resubmit 2 copies of page S3 with this information on it. 5. Submit 2 copies of the engineered truss package for the garage. The engineer of record for this project shall sign off on these as well as the truss engineer. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 1 Permv 1 RES a /7 -- 003 NOTICE OF COMMENCEMENT OFFICE COP State of PLyei Tax Folio No. County of Doti4 To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 10- 1i. aSOt1 i= / 3,.1-1-0,►r I / S -ni;! Le+ (k .I/ lo3a Address of property being improved: Sew.i vNol r2 ' �1}ia, Fi t" aoL,, FL, General description of improvements: 6oiI44-04A Alcht. 6avuy c. soe.r74vl or)c'i--i on +1, -tlne back o� -Eine 1no�5e Owner: LA bc, e or I Address: 1'51 Sewi.no lc �. �t Inu..+ic Pxti, Fi., Owner's interest in site of the improvement: Ow,,.nc,r Fee Simple Titleholder(if other than owner): Name: Contractor: fj,irv,00r Con ` ' Address: 01341 slixeMer Slue_ , Soc-son LA Ile bead,, art-, 3a2so /� Telephone No.: (clo, (ola- 'Io , Fax No: Surety(if any) P Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: i'‘) Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: 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 /LJ Date: fiL(Ji7 OR BK 18149 ??s', fore me tY is 1.4day of • 1x111, in the County of Dl,State Doc#2017234123, Page f Florida,has personally appeared Number Pages:1 Lt SA r�dr� Recorded 10/12/2017 09:31 AM, Mary Public at Large,State of Florida, of Duval. RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL y commission expires: S/IQ Z COUNTY rsonally Known: or RECORDING $10.00 oduced Identification: O,f‘Vtm `i cons e. s�:.i, City of Atlantic Beach APPLICATION NUMBER , '• � Building Department (To be assigned by the Building Department.) , 800 Seminole Road /_C �—O�3 ,jv "' -A Atlantic Beach, Florida 32233-5445 oo((��r , 3 2 17 CEJ Phone(904)247-5826 • Fax(904)247-585 "-•,• ()%,,,/ E-mail: building-dept@coab.us Date routed: 10 11 411/— City l1City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S ' SAN) W-e_ ( • De artment review required Yes No ,� Buildin� Applicant: ?) QA MGt-( ComatovrSl (.• fanning &Zonin>g Tree Administrator Project: JY\ A it'L+ U`.L lM— a-(CI j O f Public Works) 6CILLNO 01,UADLLINL/ aJ 1-r C Public Utilities Val Public Safety `l 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: nApproved. Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:/0-0,2 e-71 TREE ADMIN. Second Review: I 'Approved as revised. /Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed b . Date: //;,441-17 FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: 1 lit. � I Reviewed • ../0,,,,,./4" _, '�r _ Date: �.� / In n I '��" ' Revised 05/19/2017 X Plans +Do large Laser-Eche, • CITY OF ATLANTIC BEACH 1-, \ 800 Seminole Road ,.. f NOV 2 1 2017 Atlantic Beach,Florida 32233 f•= "':: ^w',) Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR NCY 's` 9 1nr CORRECTIONS TO REVIEW COMMENT v r t' J Date: i 1 (9.I`(1 Received by: Resubmitted: Permit Number: (Z E;c' ri - pc)% Original Plans Examiner: Project Name: - Project Address: 05 l_- Contractor: prlrve,,, Gnotvac mr9 Contact Name: Satan t-I-awhct Contact Phone : ( o) (Q ta- Contact e-mail: betvtctve_ov>'i'v,,cinv°, @ cor,-cA9l vi et Revision/Plan Check/Permit Fee(s) Due: $_ Description of Proposed Revision to Existing Permit: Pvca✓t C- pp/sJ Pito 6�x��� Sift ,S YVta-iGri ( Dov Sca/tc� pc,vCtit 17,8e, Par-[t:aAyL Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print name)_ aac,v/ F affirm that the above revision is inclusive of a proposed changes. r - 0/a4/17 Sig tire of ont .ctor/Agent(Contractor must sign if increase in valuation) Date Office Ilse Only Date: Apprm ed: —^_-- Rejected: V Notified by:----- _ Plan Review Comments: 44,6 d 7 I., G /Iv cal ,....y:‘,/7/24 Department review required Yes No Jett; anning&Zonin•b. Plans Examiner Tree Administrator 1`I�U is Worl /( 277 - Public Utilities Public Safety Date Created 4/13/16 Rev 3 Fire Services c=..ice, , Comp. By: SRW iitr Date: 12/5/2017 Public Works Department City of Atlantic Beach Permit No: RESO17-0039 Address: 151 Seminole Road Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 6,600 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 1,647 6,600 1.00 0.25 Pervious 4,953 6,600 0.20 0.15 Runoff Coefficient(C)= 0.40 Runoff Volume V= 0.40 x 6,600 x 9.3 / 12 V= 2,044 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 6,600 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 2,389 6,600 1.00 0.36 %ISA= 36.2% Pervious 4,211 6,600 0.20 0.13 Runoff Coefficient(C)= 0.49 Runoff Volume V= 0.49 x 6,600 x 9.3 / 12 V= 2,504 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 2,504 - 2,044 DV= 460 ft3 Retention Seminole Road 151 12/5/2017 S rL`l/Jl �s r , Comp. By: SRW Date: 12/5/2017 Public Works Department City of Atlantic Beach Permit No: RESO17-0039 Address: 151 Seminole Road Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 9.5 144 0 BOTTOM 12 X 12 10.0 196 85 TOB 14 X 14 Elevation Area Storage (ft) (ft2) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft2) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 196.0 d=depth to ESHWT= 6.5 pf= pore factor= 0.3 lnground Storage= 382.2 ft3 Required Treatment Volume= 460 ft3 Supplied Treatment Volume= 467 ft3 Retention Seminole Road 151 12/5/2017 9:04:15 AN '__ Tuesday August 1,2017 —— 17-27 Lisa Travel OB-01-17.tlrgY Bob ___: -_Y-:�..t.. Airillerilla NivT000srna SEMINOLE ROAD SEMINOLE ROAD 2 - (70'RIGHT OF WAY) (70'RIGHT OF WAY) 3 _ 4 - 66.00' (PLAT) 66.00' (PLAT) R 0 R A R r N 21'56 45" E N 21'56 45" E A R CCd row n "; x-0.2' 65.85' (MEASURED) 0.2'..\• �o 2 65.85' (MEASURED) 0.2•\_ �,<TH.� 17.00'(PLAT) • 33.00'(PLAT) 33.00'(PLAT)". ' : • 17.00'(PLAT) N 33.00'(PLAT) 33.00'(PLAT)''. ;. • A 17.00'(PLAT) JACx0Orcnu.e \ FLORIDA-3222E .? v..sesm.0 e.m '!•. _ 20' BUILDING RESTRICTION LINT. " •` . .. •�_ O J W • W 31.1' \9.0/ : , •'< D D 31.1' \�' / • D Q SC'PA110ED o'. .,.3 ,,S Q Q s A OED P�....,5, Q F= WW W / \ Q. A/c o 1 ONE STORY / \ '� \ a a Po N ONE STORY 1%.•.• •� a f MASONRY r ;fa MASONRY r ; 0oPOSTED151 o M POSTED # 151 i. g 0 M # ,. I' g W 4 00 .,. 4 aio 0o w ..,, ::� oi� U 0 0 0 0 0 0 Z rn Z;1 I w 31.1' n •� : .: Z 31.1' J1y�,�•},!'{1 ' •� 'I• A t W Rims sCl /G /a •I W LOT 633 w 3 w'�? w LOT 630 a4 3 71.'A • 1zo• 3 12.0'... J� Oz W 04 0 Ir-1 y _ O AREA TABULATION W 7M x p �'- 0 NEW GARAGE: 242 S.F. � �C O IP 9 Il�y (A O NEW SCREENED PORCH: 192 S.F. E-' ♦ O Z (/3 _ CZ? N ,STRUCTURE HEIGHT AND NUMBER OF STORIES 0" Z p ROOF HOT. - 15'-10-(Existing) Qi 2 ' 2.9' H -1 NUMBER OF STORIES- ONE LOT 632 - \ / LOT 632— L T 631 m — W m�` SHED b monk SHED- I-i I I __. _ CONTACT INFORMATION• z 0 t'� z /id\ iQ0 I i, BUILDER: r-4 I U BELMAR CONTRACTORS F .Ri o, ro.r o.3' e 5 BUILDING RESTRICTION LINE 0.1' 612-9903 BEIIAARCONTRACTORSOCOMCAST.NET W Cl) U • ARCHITECT: E-.,-.•3' S 21'38'17" W 0.1`J •3' S 21'38'17" W Q1� ROBERT GRAY ARCHITECT,INC. 65.96' (MEASURED) 65.96' (MEASURED) (904)222-1176 , F� 66.00' (PLAT) 66.00' (PLAT) wgray3O9mall.earn LOT 646 LOT 645 LOT 646 LOT 645 STRUCTURAL ENGINEER: °�° <o` o LUCAS&SCOTT ENGINEERING,INC ,-A3 s/T4„ DOUG LUCAS =I. (804)260-2690 ' PROPOSED ADDI ONS&ALTERATIONS 1 '''"No Ae�,. e2 DEMOLITION SITE PLAN "0 ' ® e ARCHITECTURAL SITE PLAN. Al PLANS SHEETS: mau.o4001.1 2 ^ 1/6'a 1'-0' n 1/6• V-O' Al ARCHITECTURAL SITE PLANS FSR A2 ELEVATIONS.SECTIONS&DETAILS 17-27 DEMOLITION WALL LEGEND W IAL LEGEND A3 ELECTRICAL PLAN&DEMOLITION PLAN SHEET 51 NOTES ITEM TO REMOVE NEW 52 FOUNDATION PLAN 1 T 1 EXISTING TO REMAIN S4 STRUCTURAL ROOFPLAN S4 STRUCTURAL DETAILS OF - SHEETS MAP SHOWING BOUNDARY SURVEY OF NORTH 33 FEET OF LOT 632 AND THE SOUTH 33 FEET OF LOT 631, PLAT OF SECTION No. 1 SALTAIR. AS RECORDED IN PLAT BOOK 10, PAGE 8. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: NOV 2 1 2017 SEMINOLE ROAD (70'RIGHT OF WAY) ---- -- - - 66.00' tPLAT) N 21'56 45' E 65.85' (MEASURED) 77'00 (PL"n BLOCK x-)2. `, O.z' 317.1'0'(PLAT) CORNER 17.00'(PUT) ` ]3.007(PUT) ' ��3.00'(PUT) 7.00'(PUT) O ' ' !-'. X5 0. I- .Y " - ((' W.i CK S n 20'BUILDING '7:- -' •• . REsndcnON IREA-A.- - �cc¢ (42 ISCREOm s Cl) PAR° Q T- Q_v Fla ONE STORY / \ ' I �a 1.- MASONRY 2 M _ 4 POSTED • 151 - o $ N °1 BENCHMARK I _, SET X-CUT 7.6,...... 31.1' ��2-r2"_ � ELEVATION 10.73 NAW 1986 LOT 633 PROPOSED ADDITION I 3I• ...3.2.1- (?� W LOT 630 V.• col 120' O .ao. GY p !2 -`I ✓ PROPOSED 's g n GARAGE 5 fap Z ` H LOT 632 LOT 631 ': 1T 5'GUIDING I 1\ L.._. SF RERICIION UNE _ S 21'38'17' W 0.1' 65.961 (MEASURED) 66.00' (PLAT) LOT 646 LOT 645 LEGEND: —x_ - FENCE O- CONCRETE O-SET 1/2'NEGAR STAMPED P9I/6118 `y,,-" V = EXISTING GRADE •=FOUND 1/2'IRON PPE NO IDENTIFICATION PC = PORT OF CURVATURE (UNLESS OTIEFOUSE NOTED) PT - PORT OF TANGENCY •=4•x4-CONCRETE MONUMENT PRC = PONT OF REVERSE CURVATURE A/C - AR CONDITIONER PCC - PANT OF CONFOUND CURVATURE NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE ASSUMED BEARING OF S 68'00'00•E ALONG THE NORTHERLY BOUNDARY UNE OF SUBJECT PARCEL. DATE DESCRIPTION 2.BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE X- AS SHOWN ON 1HE 10-30-17 TOPO&SITE PLAN NATIONAL FLOOD INSURANCE MAP DATED JUNE 3, 2013,COMMUNITY NUMBER 120075.PANEL 0409 H . 3. THIS SURVEY REFLECTS ALL EASEMENTS&RIGHTS OF WAY AS PER RECORDED PLAT&/OR TITLE COMMITMENT IF SUPPLIED UNLESS OTHERWISE STATED,NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4: THIS SURVEY IS NOT VAUD AITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. JOB # 28156-A I DATE OF FIELD SURVEY: 10-29-15 I SCALE: 1" = 20' OA Ray Thompson CERTIFICATE HEREBY cERTFY THAT THIS .DC UNDER NY RESPON9BLE CHARGE SURVEYING, Inc. AND MEETS THE STANDARD •' ! • T FORTH BY THE FLORIDA BOARD 6 PROFESSION L��-�• 'S A N ��� IN CHAPTER SJ-17,FLORIDA 'Going the DISTANCE for Yol� ADYINSiRATNE C.: "ANT TD SEC DN ^'� ARIDA STATU Es 1825 University Boulevard West `NO E"196 '`S -/`_r Jacksonville,Florida 32217 ■ p, RAYMOND THOMPS. (Phone)904 448 5125 REGISTERED SDR",,,.. 0R ARAATE18pPER , 146 STATE OF FLORIDA (Fax) 904-448-5178 L • Sc A S J9 7469 LAND SURVEYS 0 CONSTRUCTION SURVEYS t L NDN.1 BDIVISIONS MAP SHOWING BOUNDARY SURVEY OF NORTH 33 FEET OF LOT 632 AND THE SOUTH 33 FEET OF LOT 631, PLAT OF SECTION No. 1 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 8, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: SEMINOLE ROAD (70'RIGHT OF WAY) 66.00' (PLAT) N 21'5645' E 65.85' (MEASURED) 317.00' (ALAR) (MEASURED) el"°" 0.2' ` Y ___P7��T) CORNER 17.00'(PUT) 33.00(PLAT) �33:oD•(FLAW"- ' • \ ,7.00•(PLAT) 0. ' COs' WE CeH S 20'BUDNG -- - � RESTRICTION LNE CI AE CC " cc o t-7.5'-- 31.1' \9.0'/ H I I PSCRAIIO 4a A. .•I <F- W - LAI a a N ONE STORY / \e y ..•\ a- _ MASONRY W I\ ap a pM 4. POSTED # 151 5N Oi a O - J aj o BENCHMARK I . I SET%-CUT • 31.1' � 272.• : ELEVATION 10.73 INATO 1989 PROPOSED LOT 633 I ADDITION I 3 W I i I W LOT 630 •Az- .-15')- 12_0' 8 , . Q m`I PROPOSED i� R I•n rG: GARAGE 9 ap Z •-:°- 1 LOT 632 LOT 631 N 5'BUILDING _ RES7PoCTION LNE _ _ ..v S 21'38'17' W 0.1� 65.96' (MEASURED) 66.00' (PLAT) LOT 646 LOT 645 LEGEND: —0— = FENCE O= CONCRETE • SET 1/2REBAR STAMPED P91/6146 , O- = MING GRADE •=FOUND 1/2'IRO!PPE NO DENTINCATION PC - PONT OF CURVATURE (LNLESS OTIER'MSE NOTED) PT - PONT OF TANGENCY ■=4•,N'CONCRETE MONUMENT PRC = PONT OF REVERSE CURVATURE A/C = AR COHIITIONER FCC . PONT OF COMPOUND CURVATURE NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE ASSUMED BEARING OF S 66.00'00'F ALONG THE DATE DESCRIPTION NORTHERLY BOUNDARY UNE OF SUBJECT PARCEL 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE X - AS SHOWN ON THE 10-30-17 TOPO&SITE PLAN NATIONAL FLOOD INSURANCE MAP DATED JUNE 3, 2013, COMMUNITY NUMBER 120075. PANEL 0409 H 3. THIS SURVEY REFLECTS ALL EASEMENTS& RIGHTS OF WAY AS PER RECORDED PLAT&/OR TITLE COMMITMENT IF SUPPLED. UNLESS OTHERWISE STATED,NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED 4: THIS SURVEY 15 NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. JOB # 28156-A I DATE OF FIELD SURVEY: 10-29-15 I SCALE: 1" = 20' Ray Thompson CERTIFICATE I HEREBY CERTIFY THAT THIS ` W�' UNDER MY RESPONSIBLE CHARGE SURVEYING, Inc. AND MEETS THE STANDARD �:•,,T FORTH BY THE FLORIDA BOARD OF PROFESSION L ',. 1 CHAPTER 5J-17.FLOROA Going the DISTANCE for Youl ADMINISTRATIVE !• ''1V# ORIDA STATUTES :' '. :j ' ` 1825 University Boulevard West �_f�� isS__� — Jacksonville,Florida 32217 RAYMOND THOMPSIn lit �� (Phone)904-448-5125 REGISTERED SUR..OR AygTWlPPER 146 STATE OF FLORIDA (Fax) 904-448-5178 N.,` SEFBUSINE PS: 7469 LAND SURVEYS 0 CONSTRUCTION SURVEYS 4-'s' S:' BDIVISIONS q L � City of Atlantic Beach APPLICATION NUMBER its Building Department (To be assigned by the Building Department.) 800 Seminole Roade65019--003 <0 ` 9--00 3Atlantic Beach, Florida 32233-5445 CEJ Phone(904)247-5826 • Fax(904)247-58 ( o.rt19',- E-mail: building-dept@coab.us �T 13 2017 Date routed: 1 O I I c�-{ 11— City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: IS- \ SOf 1 r\ &L 1 De aliment review required Yes No Buildin Applicant: QA 0 C.0(ti atiADTS1 fir`,- (Manning &Zoninn Tree Administrator Project: ('-br\ c Imo+ 61,-kitumit 8 Ct-(Cl.m(.Q, ublic T/Vorks_D SC,r�th�d 5lift A,J Public Utilities C q.`lb Public Safety `l 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: ['Approved. ['Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: ✓,�• /( --- Date: / m i? TREE ADMIN. Second Review: Approved as revised. ❑Denied. ['Not applicable P : WORK Comments: •UBLIC UTILITIES it)-/-7-I-7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE TO: Building Inspection Department, City of Atlantic Beach,800 Seminole Road Home Owner: L t Name ffll Street Address C T-1 City.State and Zip Code ) - - Contractor: lb 1 OSS _Lr X.-.. To kr\ M, -A A a 11 c) Permit Number ReS0 7_ c90 3 As the Contractor for the proposed new structure located at the above address,I have personally viewed with the above named home owner those portions of the existing structure on which portions of the proposed new structure are to be attached for structural support.I am confident that the drawings and details included with this permit application depict the existing conditions of the host structure,and the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration. The home owner has been advised by me that,in m.y best'ud ent based on and knowledge of structural adequacy,the members of the existing structure upon whi which the new experience structure are to be attached are sound with no rot or deterioration and will support all structural loads and forces imposed on them.By signing below,I hereby declare that I will hold the City of Atlantic Beach harmless and release it from any responsibility and liability for any adverse consequences or failures resulting from this work,and further that I will not initiate,execute or enjoin any legal action against the City of Atlantic Beach for such consequences or failures. A copy of this document will be recorded as an official record with the Building Inspection Department permit history so that any and all future buyers/owners of this property may be made aware o he status of work perfor:: -: on this structure. (IISigned iniam_ _ L Date10 / 1c% /I-N Before me this w day of • 1 If belt In the County of Duval, State of Florida,has personally appeared 'a.7) N-ts t"601.-1- -S2-, herein) A' ii all statements and declarations herein are true and acccurbaht eself/herself and L #1' 011trala, W i tary Public a , .to of ,County of . I L at sonally Kno or Produced Identification ID Type IENA.1 NIX-MACK •. ..'e MY COMMISSION*FF952514 F:building/affidavit for attaching a new structure to an existing structure.docx EXPIRES FYtry 12.1020 10/1. Lt Norrir�aevr+.fa► 7/21/09 MAP SHOWING BOUNDARY SURVEY OF NORTH 33 FEET OF LOT 632 AND THE SOUTH 33 FEET OF LOT 631, PLAT OF SECTION No. 1 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 8, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED T0: OFFICE COPY l ^OV 2 1 2017 SEMINOLE ROAD 4 (70'RIGHT OF WAY) 66.00' (.PLAT) Np�21'5645W EE�/� 65.85' (MEASURED) 317.00'(PUT) BLOCK 2. 0.Y 317.13•(MEASURED) CORNER 17.00'(PLAT) 11` 33.0011(PLAT) ' �53A0•(PIAT) . - 17.00'(PLAT) I O. `'0.5' I– Li " Wi P3 IS ,4 4t' 20'BUILDING '- r_ ( Q6 RESTRICTION LNE .4.. .. 7.5-- 31.11 \B.0/ •I 8 N I SCREENED To•. H PATO .•I <U- 6 v#o Tv ONE STORY / \ .•11• " " v a MASONRY 0M 4 POSTED # 151 r - moo ,.• • BENCHMARK 31.1' � �!� I SETA-CUT �7.8 P`1•17.7":i!',"--",i. ELEVAnoN 1a73 I _Yo.► NAw iNIB LOT 633 � PROPOSED 3 ADDITION �pI` I .10-4 ` W LOT 630 N oil M 120• _ 8 ( Ui PROPOSED o. O D 'm n nom_ GARAGE 96 r" RD - -1 m Z ,' w t) LOT 632 LOT 631 �� l ✓ I "... " 5•BUILDING . RESTRICTION'-' _ _ J 0.3 • .— L . .. • ��1. S 21'38'17N W 0.1 65.96' (MEASURED) 66.00' (PLAT) LOT 646 LOT 645 LEGEND: —x— = FENCE O- CONCRETE y,,��" o M� •SET 1/2'REBAR STAMPED PS6146 11351.2.. = EXISTING GRADE •-FOUND 1/2'IRON PIPE NO IDENTIFICATION PC . PONT OF CURVATURE (UNLESS OTHERWISE NOTED) PT - PONT OF TANGENCY •=4'.4"CONCRETE MONUMENT PRC = PONT OF REVERSE CURVATURE A/C - AIR CONDITIONER PCC - PONT OF COMPOUND CURVATURE NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE ASSUMED BEARING OF S 68'00'00"E ALONG THE NORTHERLY BOUNDARY UNE OF SUBJECT PARCEL DATE DESCRIPTION 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE - X AS SHOWN ON THE 10-30-17 TOPO&S1TE PLAN NATIONAL FLOOD INSURANCE MAP DATED JUNE 3,2013, COMMUNITY NUMBER 120075, PANEL 0409 H . 3. THIS SURVEY REFLECTS ALL EASEMENTS&RIGHTS OF WAY AS PER RECORDED PLAT&/OR TITLE COMMITMENT IF SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED ' 4: THIS SURVEY IS NOT VAUD WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL JOB # 28156–A I DATE OF F SURVEY: 10-29-15 I SCALE: 1" = 20' t\ Ray Thompson CERTIFICATE I HEREBY CERTIFY THAT THIS I. • DF UNDER MY RESPONSIBLE CHARGE SURVEYING, Inc. AND MEETS THE STANDARD •me;. T FORTH BY NE FLORIDA BOARD OF PROFESSION L'�:• S A � �...••� S I CH TER SJ-17,FLORIDA !Going the DISTANCE for You ADMINISTRATIVE C•' AN 1 €TION •45 DRUM STATUTES 1825 University Boulevard West _ is•S– Jacksonville,Florida 32217 RAYMOND THOMPSIR (Phone)904-448-5125 REGISTERED SUR OR AN0OMAPPER j 144 STATE OF FLORIDA (Fax) 904-448-5178 L+T S BUSINE S .:,•144 7469 c Lam•'= BDIVISIONS LAND SURVEYS 0 CONSTRUCTION SURVEYS _ • OFFICE COpy HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure.that is beim 9-p.ermitted.at our residence. The table below,Sunroom and Screen Enclosure Requirements providesa brief description ofthe various sunroom category requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. The property owner is hereby notified that should they make changes to the sunroom which could include,but not be limited to,addition of any form of temperature control system or removal of the doors/vvindows separating the sunroom from the host structure,the room may become non-compliant with the r-•uirements as mandated b the Florida Buildin• Code, the Florida Model Ener. Code and State Statutes.- p OWNER • I have read this co plete form and tmderstand I am re �— cervmg a Category" unroom (I-V) Name m \ r e 1 1 Address • ` _ / Signed: ♦ ( h..+/ Date: h... 1 / IPfir F Y� Before me this ,of C�Q 1� 4 m the County of Duval,State of Florida,has personally appeared \S r✓ a V statements and declarations herein are true and accurate. .-'• ,'„ i /• .�..1, all ip�pAY° Notary Public State of Florida Notary Public at Large,State of .-lU' -�� County of , u U 1. 1 • " Erika()spinal Klanjac Personally own Q or Pr4duced Identification l l n, E Commission 21G 103454 ID Type V r 1 f 11 rfi or n Expires 05/10/2021 Sunroom and Screen Enclosure Re uirements T71►'/ ,7//' lyrlr Category I Habitable Space No ' No No • Foundation Walls<200plf Walls<200 Ifj, „ P Walls<200plf can Walls<200p1f Walls<. bOplf can can have 8"W can have 8"W have 8"W x12"p cart have x12"D fig or 3- x12"D ftg or 3- ftg or 3-1/2"slab if 8"Wx12"0 ft have Shave site 1/2"slab if no 1/2"slab if no no concentrated OR have site sp OR have site concentrated concentrated load>750lb OR specific load>7501b OR load>750lb OR specificeengineering have site specific have site specific engineering specific engineering en•ineerin•. en.ineering Existing exterior GEC!outlet Relocate or add additional outlet to exterior if enclosed Exit Lighting Not Required Required Interior Electric q Required Required Required Outlets Not Required Not Required Required Emergency q Required R-a uired Y Egress from Egress and Exit Egress and Exit Egress and Escape exist.structure must meet code must meet code. Exit must meet m stns' d Exit Openings allowed if open to -t code. atmosphere and code. I has screen door leading away from residence. Misc.Window Host structure Windows must Windows maybe . and Door windows/doors be removable fixed or removable. windows&urs HHost ws&do Requirements shall not be Host structure Host structure windows&doors removed. doors shall not may be removed. windows/doors windows and be removed. Forced entry,air shall not be doors shall not be Forced entry, leakage and water removed, removed. Forced air leakage entry, air leakage and water penetration •and water requirementsre penetration apply penetration requirements requirements apply. Wind Borne as sly. s`. Debris Opening Not Required Not Required Required, can be on host structure, if built unser existing • Protection roof Energy Sheets Not Required Not Required Not Required Required I ' q Required I Per my 1 R Es ° 1773B 9 'O' Y NOTICE OF COMMENCEMENT State of P o,ri, (-f•• Tax Folio No. OFFICE COPY County of ;T�jo.I To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: (0- Is c I / 3 33c! Lo+ la 31 r�} l2;5 toSA Address of property being improved: v,ott "R..->>. / 41104,-h c_ F4, General description of improvements: 6 v i rxv, A1crf 60.ve obr o c)c7!}i ovl +r) i- t bat\ oC -Rae Ino v'�P Owner: L', `T P or. Address: 1-51 Semivno K. ? . Ilr4w.+k ext Fi.1 ` c)0,4,3 Owner's interest in site of the improvement: pr,anur Fee Simple Titleholder(if other than owner): Name: Contractor: f Irv104/ Can*-vcsi•r) Address: q3'-1 sv't_t+ev nye , 5o.ckaor�v;llc ueacl.., Fr1-, So (ZA Telephone No.: ()Oi col a- 110-5 Fax No: Surety(if any) P (4 Address: III Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: N J{� Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: 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 LJCtA Date: Doc#2017234123,OR BK 18149 Page 1767, :fore me is �►� day of G in the County of D al,State Number Pages:1 f Florida,has personally appeared L►Sa r ettl Recorded 10/12/2017 09:31 AM, Amy Public at Large,State of Florida.County of Duval. RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL y commission expires: Sf I O j 2 COUNTY rsonally Known: or RECORDING $10.00 Dduced Identification: Of iNItir) `t(OAS.e. OFFICE COPY J .B COPY AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE TO: Building Inspection Department, City of Atlantic Beach,800 Seminole Road Home Owner: L 1 s_LA r - Name 15 <<Jm ► nc> C Street Address City. State and Zip Code Contractor: -1 IL % ����5 , Permit Number Res j?^ co 3 As the Contractor for the proposed new structure located at the above address,I have personally viewed with the above named home owner those portions of the existing structure on which portions of the proposed new structure are to be attached for structural support.I am confident that the drawings and details included with this permit application depict the existing conditions of the host structure,and the. members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration. The home owner has been advised by me that,in my best'ud ent based on and knowledge of structural adequacy,the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration and will support all structural loads and forces imposed on them.By signing below,I hereby declare that I will hold the City of Atlantic Beach harmless and release it from any responsibility and liability for any adverse consequences or failures resulting from this work, and further that I will not initiate,execute or enjoin any legal action against the City of Atlantic Beach for such consequences or failures. A copy of this document will be recorded as an official record with the Building Inspection Department permit history so that any and all future buyers/owners of this property may be made aware o he status of work perfor is •: on this structure. niy Signed _ Date I0 / 10 / Mh Before me this 1,ti day of t b Q Di In the County of Duval, State of Florida,has personally appeared 11� At.)01- herein by himself/herself A` is all statements and declarations herein are true and accurate. and stary Public a 41119 , .te ______,County of . L _ =t sonally Kno or Produced Identscation ID Type LE$A J NIX-MACK •• : Ili MY COMPASS***FF952514 F:building/affidavit for attaching a new structure to an existing structure.docx • EXPIRES F�brusry 1T.2010 Ip/1.Mi0'i7 "2"414.'ves.�ar 7/21/09 HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT OFFICE COPY The purpose of this document is to make you aware of any limitations in the enclosure that is beinpermitted.atour• residence. The table below,Sunroom and Screen Enclosure Requirements provides a brief description ofthe various sunroom category requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. The property owner is hereby notified that should they make changes to the sunroom ( which could include, but not be limited to,addition of any form of temperature control system or removal of the g ry doors/windows separating the sunroom from the host structure,the room may become non-compliant with the r-.uirements as mandated b the Florida Buildin• Code, the Florida Model Ener. Code and State Statutes. OWNER . • I have read this corete form and understand I am receiving a Category' d ' • =room. Printed Name , '� l e ■ \ rs C� l�. f Address Signed: �• a , I �~� Before me this Date: —�___-__oaf cob F In the County of Duval,State of Florida has personally appeared Ct I Ieue1 statements and declarations herein am tore and accurate. • Notary Public at Large,State of {--VU 1 15 I I yP�D�r p Notary Public State of Florida Personally �� County of L V�` , Enka()spinal Klanjac r12/Type ownj[]or Pryduced Iden6ficatiou h c ! 7' M Commission GG 103454 r 1 1� \1 or no Expires 05/10/2021 Sunroom and Screen Enclosure Re uirements 1r /1' fry,• Category Habitable Space N© ®- FoundationNo No cauWalls<20ve 0plf Walls<200plf Walls<200plf can i' can have 8'W have 8'Wx12"D Wallsh <200plf Wails<200plf x12"D fig or 3- x12"D ftor 3- can have have 8"Wx12"p 1/2"slab if g fig or 3-1/2"slab if 8'Wx12"O 1/2"slab if no no concentrated fig fig OR have site concentrated concentrated OR have site specific load>750Ibe OR c load ent albe OR load>7501b OR specific have site specific engineering engineering have site specific have site specific engineering en.ineerin.. en•ineering Existing exterior GFCI outlet • Relocate or add additional outlet to exterior if enclosed • Exit Lighting Not Required Interior Electric Required Required Required Required Outlets Not Required Not Required Required q ed Emergency Egress from q Required Required Escape 9 Egress and Exit Egress and Exit Egress and p exist.structure must meet code must meet code. Egress and Ede Openings allowed if open to . Exit must meet must meet code. atmosphere and • code. has screen door leading away from residence. tllltsc. Window Host structure Windowsmust Windows may be and Door windows/doors be removable fixed or removable, windstructure windowsort structure Requirements shall not be &doors Host structure Host structure doors shall not may be removed. removed. windows/doors windows and shall not be be removed. Forced entry, air doors shall not be Forced entry, leakage and water removed, removed. Forced entry, air leakage air leakage penetration 9 and water requirements and water penetration penetration requirements apply requirements apply. VElind Bosse a•sly. • Debris Opening Not Required Not RequiredRequired,can be on host structure, if built under existing Protection • EnergySheets roof sting Not Required Not Required Not Required Required• q Required 1 . Ei y 0.3G, . a • OFFICE COPY f _1`.175' 18"COVERAGE / 1L2018 PANEL PROFILE 1 immrrw,• , • TWO#14.13.#3 PHILIPS DRIVE PANCAKE .01 — HEAD CORROSION RESISTANT FASTENERS THROUGH THE INSULATION INTO THE METAL DECK WITH A MINIMUM 11 PENETRATION OF W CLIPS TO BE . FASTENED 48'O.0(SEE BELOW) IL20 SEAM PROFILE ' // / 18 GAUGE'IL20 CLIP'CLIP AND 118.2 TYPE II MODIFIED BEARING P /// // t';',:/// / PLATE'18 GAUGE BEARING PLATE.THE BEAR PLATE AND CLIP (IN COMBINATION)SHALL BE ATTACHED WITH TWO#14-13,E3 // / PHILIPS DRIVE PANCAKE HEAD CORROSION RESISTANT / FASTENERS THROUGH THE INSULATION INTO THE METAL DECKWITH A MINIMUM PENET/ // // / RATION OF W. FASTEN CLIPS AND / BEARING PLATES 48'OC. / 1, / / # 4-44"—; ' 1120 PANEL j • Ir. 6"POLYISOCYANURATE OR LESS -- ,30.,,I P17 i iiii . • • -v .:Y44,:.• Nk4 '// e A•o• ., 22 GA METAL DECK % O 41 • ATE 0", :L: • •r4,: IL20 ASSEMBLY ISOMETRIC 8 di o • _.„4,,;s, 0 R,O\';G`„fie ��#' ONA..E 0,' FEB 0 3 2015 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Permit # (_E`,()11 — 0639 Project Address: --)€rY1't (1Q�� 'Qat c-t*\1Gl n I_ t c Cath 1 .3 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-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 listed products. Information regarding statewide .roduct approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer j Product Description t Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swinging SE'_dd - l�`e t1 x�� ;1 „" �M, i i I l i rj z1 2. Sliding 3. Sectional 4.Roll up OtPer keadl D ' ,r 'f r i G c i f I i act 5.Automatic 6.Other B.WINDOWS 1. Single hung 2.Horizontal slider 3.Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through — .. NOV 2 1 2017 8.Projected 9.Mullion 10.Wind breaker 11.Dual action OFFICE COPY 12.Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1. Siding 2. Soffits 3.EIFS 4. Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS 1.Asphalt shingles jp 4-Y\ 1`-e6 2.Underlayments I kC� , fl-41-9r1 nSS ` (' 3.Roofing fasteners 4.Nonstructural metal roof 'l irrwosi.Dred 1.404. ,E r � ' K4, - 5.Built-up roofing 6.Modified bitumen 7. Single ply roofmg 8.Roofmg tiles 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 OFFICE COPY 17.Other 1 Category/Subcategory Manufacturer Product Description 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 � l ori;G_p 1 A �(�`, kl (D 1/44% \ 2.Truss plates 3.Engineered lumber 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G. SKYLIGHTS 1. Skylight • OFFICE COPY 2.Other T Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, 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 this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name)t-\ 1 �}.,�• �, ` (Signature) v`�1+ - Company Name: '(1M(\, Mailing Address: f711 1, E ( { \,tk` City: X , 1r3c_ State: Fl Zip Code: 1:2).7,(,r n, Telephone Number: ( ) Fax Number: ( ) Cell Phone Number: (00(.1 ) 4=1.3 j j C' E-mail Address: b er ,v;(r:xT t((rc C: (-y •-.,� . r 1 s INN mit Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek� RE: J170673 -Treuel Garage - Ashley Casey MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tama,FL 33610-4115 Customer Info: Jax - House Project Name: Treuel Garage Model: Belmar Contractors Lot/Block: Subdivision: Address: 151 Seminole Rd City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20141TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 2 individual, 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 61G15-31.003, section 5 of the Florida Board of Professional En•'seers Rules. No. 1 Seal# Truss Name i Date IF ,2 I T12384172 I A02 I 10/30/17 I`��► • , , ' --� DcurJ'as . Lucas, P.E. Date Submittal for: Lucas&Scott Engineering, Inc. 1\ APPROVED APPROVED AS NOTED NOT APPROVED NOV 2 1 2n17 The truss drawing(s) referenced above have been prepared by ��`, II/ % /144 MiTek USA, Inc. under my direct supervision based on the parameters ��• o'•.,.• •414z,1,,c•,../ ,, provided by Manning Building Supplies. :_. •�,�' N Sic• '•L,',1.• Truss Design Engineer's Name: Albani, Thomas 39380 My license renewal date for the state of Florida is February 28, 2019. * = IMPORTANT NOTE: The seal on these truss component designs is a certification = ` ' ' �: ��1. STATE OF .'�• that the engineer named is licensed in the jurisdiction(s)identified and that the . designs comply with ANSI/TPI 1. These designs are based upon parameters i .n'•,'` P,' shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �•,�t� •• O R \'.• �.`•• ffiileen to MiTek.reference purposeponly,,and was not ct specific �takenon into account ined is or MiTek's the preparationof ,'lSS,ONA� 0 these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albans PE No.39380 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parise East Blvd.Tampa FL 33610 Date: October 30,2017 Albani, Thomas 1 of 1 • Job Truss Truss Type Qty Ply Treuel Garage-Ashley Casey 112384171 J170673 A01 COMMON SUPPORTED GAB 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 30 07:22:56 2017 Page 1 I D:RIUTA9eUz7pJGkngfJOhyhyOlg8-GinODXeZgx?IKHOpVvwG5vtmLy1W 761 czOA_xDy01DT -2-0-0 6-11-8 13-11-0 15-11-0 2-0-0 6-11-8 6-11-8 2-0-0 Scale=1:30.1 4x4= 6 7.0012 5 7 P B r 3x4 i q 8 93x4 3 1111112 / A 10 ro 11 4x7= 16 15 14 13 12 4x7= l 13-11-0 13-11-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 11 n/r 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.03 11 rVr 80 BCLL 0.0 • Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 10 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-SH Wind(LL) 0.00 11 n/r 120 Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-11-0. (ib)- Max Horz 2=98(LC 11) Max Uplift All uplift 100 lb or less at joint(s)15,16,13,12 except 2=-i33(LC 12),10=-133(LC 12) Max Gray All reactions 250 lb or less at joint(s)14,15,16,13,12 except 2=258(LC 1),10=258(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=241h eave=2ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-14 to 0-11-2,Exterior(2)0-11-2 to 6-11-8,Comer(3)6-11-8 to 9-11-8 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 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 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. 7)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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)15,16,13,12 except(jt=lb)2=133,10=133. a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MitekCv connectors.lhis design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly hcorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required los stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of busses and truss systems.see..ANSI/IPI I Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormatton available from Truss Plate hs6lute.218 N.Lee Street.Suite 312.Alexandda.VA 22314. Tanga,FL 33610 r e , Job Truss Truss Type Qty Ply Treuel Garage-Ashley Casey T12384172 J170673 A02 COMMON 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 S Sep 15 2017 MiTek Industries,Inc. Mon Oct 30 07:22:57 2017 Page 1 ID:RIUTA9eUz7pJGkngfJOhyhyOlg8-kvLmQttBbE7cyR?O3dRVe6QVVL4HsZeICgvXTgyOIDS -2.0-0I 6-11-8 13-11-0 15-11-0 2-0-0 6-11-8 6-11-8 2-0-0 Scale=1:31.2 4x4= 3 ah%%S44s4 7,00 12 15 14 13 16 n 4 yy i 2 _I iL ! Id 6 5 1 3x5_ 1.5x4 11 3x5= i 6-11-8 I 13-11-0 6-11-8 6-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.03 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.09 6-9 >999 180 BOLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 4 rite n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 1 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer 1 Installation guide. REACTIONS. (lb/size) 2=627/0-3-8,4=627/0-3-8 Max Horz 2=105(LC 11) Max Uplift 2=173(LC 12),4=-173(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-568/136,3-4=-568/136 BOT CHORD 2-6=0/409,4-6=0/409 WEBS 3-6=0/278 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45fh L=24ft;eave=4ft;Cat. II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-2-0-14 to 0-11-2,Interior(1)0-11-2 to 6-11-8,Exterior(2) 6-11-8 to 9-11-8 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=173,4=173. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MltekU connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of irxlivldual truss web and/or chord members only. Additional temporary and permanent bracing Mile k" is always required for stability and to prevent collapse with possble personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSt/IPI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION -1 3 " Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 (Drawings not to scale) Damage or Personal Injury MIKDimensions are in ft-in-sixteenths. iirgok, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required. See BCSI. TOP CHORDS O_t/1 ar ts 2. Truss bracing must be designed by an engineer.For WEBS 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I � c bracing should be considered. O c0 1111111.41ip U 10•00 I U 3. Neverckexceedatthe designadeualoelygshownraced and never a.°0 stack materials on inadequately braced trusses. 04. Provide copies of this truss design to the building 7 a cf,/ ch designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS ~ all other interested parties. plates 0-'to from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. i PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Trusses are designed for wind loads in the plane of the specified. �j Indicattextedi. by symbol shown anof df/t the int truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output,by se I or I bracingbracing section spacing Indicated on design. if indicatedthe. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but 4 2012 MiTek®All Rights Reserved approval of an engineer. *HMO reaction section indicates joint IIIIIIIIIIIIIMI number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. Nil • 18.Use of green or treated lumber may pose unacceptable l_ environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. ® is not sufficient. BCSI: BuildingComponent SafetyInformation, M20.Design assumes manufacture in accordance with GuidetoGood Practice fr Handling, ' ANSI/IP'1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mil-7473 rev. 10/03/2015 Builder: Job Information Jax-House le'S) Job#: J170673 File#: Salesman:House Designer: Ashley Casey Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com -- Treuel Garage Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 10/30/17 151 Seminole Rd Del. Date: / / Atlantic Beach, FL 32233 Cover Sheet - Truss Level: PROFILE QTY PITCH BASE 0/A LUMBER OVERHANG CANTILEVER STUB 0/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT x6"11(� 2 7.00 0.00 A01 ' 13-11-00 13-11-00 2 X 4 2 X 4 02-00-00 02-00-00 05-02-11 14 7.00 0.00 A02 13-11-00 13-11-00 2 X 4 2 X 4 02-00-00 02-00-00 05-06-12 OFFICE COPY LOADING CRITERIA All claims for error or defective mat Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. • 0 Top Chord Dead Load 7.00 10.00 p.s.f. —11 Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. 0"-"`"t. Total Load 37 55 p.s.f. rr Duration Factor 1.25 1.00 • • Building Code FBC 2014 RES II \ Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. I 113 Wind Usage RES. CAT II Building Exposure B Building Type Closed NOTE his the responsibility of the building designer or architect to � provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special considerations for mechanical equipment and/or plumbing(and • their connections)in truss space must be diagrammed by the builder an approved truss layout prior to fabricaton. • Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0).Accordingly,it disclaims any responsibilities for the the construction design,drawings, • • documents including the installation and bracing of trusses manufactured by Manning Building Supplies. Warning: Conventional framing,erection and/or permanent bracing is not , j the responsibility of the truss designer,plate manufacturer,or truss manufacturer Persons erecting trusses are cautioned to ' seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection:and permanent bracing which may be required in • specific applications.See'Bracing wood trusses commentary • and recommendations(SCSI 1-03)for further information. • Trusses shall be installed in a straight and plumb position. CI Where no sheathing is applied directly to the top and/or bottom . 1 chords.they shall be braced as specified on the engineered design.Trusses shall be handled with reasonable care during • erection to prevent damage or personal injury. 1 G7 Approved truss anchor by builder. N 2x4 minimum top and bottom chords. Square cut overhangs. • 12 7 ' 71 110111—.0111111111°11 -II -111111- 34/2" 12 S or 24" BRO. U fess noted otherwise. • Typical Truss Ends I - I Engineer of Record: No Engineer of Record on file Manning Building r.,.a._,,, Supplies, INC. 11155 Philips Parkway Dr.E. Jacksonville,FL 32256 Phone.(904)268-8225 \ Fax:(904)260-2981 NMAN.MBS-CORP.COM customer I JAXTRUSSQpMBS-CORP.COM Jax-House If, ams: Treuel Garage I • c71 u•••,v 151 Seminole Rd Atlantic Beach,FLb/ FLORIDA PRODUCT APPROVAL CODES: MI'6527.5 1/4"=1 10/30/2017 J1706f 3' I