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317 Ahern St ACC20-0015 Wooden Deck f,: l..i.v./-,..,c, RESIDENTIAL OTHER PERMIT PERMIT NUMBER s CITY OF ATLANTIC BEACH ACC20-0015 z: ISSUED: 3/12/2020 800 SEMINOLE ROAD EXPIRES: 9/8/2020 ��;3 s ATLANTIC BEACH. FL 32233 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL OTHER SINGLE OR 317 AHERN ST TWO FAMILY RESIDENTIAL WOODEN DECK $10000.00 OTHER TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169740 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: MULLIGAN CONTRACTING, JACKSONVILLE INC 533 N 10TH AVE BEACH FL 32250 OWNER: ADDRESS: I CITY: STATE: ZIP: AHERN TH PROJECT LLC 830-13 A1A N #120 PONTE VEDRA FL 32082 BEACH WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 3/12/2020 1 of 2 S'`'''• RESIDENTIAL OTHER PERMIT PERMIT NUMBER � ' !x�Pr � ACC20-0015 CITY OF ATLANTIC BEACH ISSUED: 3/12/2020 800 SEMINOLE ROAD -f It !) ATLANTIC BEACH. FL 32233 EXPIRES: 9/8/2020 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 4 PUBLIC WORKS DOCUMENT IMPERVIOUS AREA INFORMATIONAL Notes: Strongly suggest thorough documentation of impervious areas be recorded. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. FEES ,r,,, DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.34 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.23 WORK WITHOUT PERMIT 455-0000-322-1000 0 $215.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $558.07 Issued Date: 3/12/2020 2 of 2 •iwari;. City of Atlantic Beach APPLICATION NUMBER (To be assigned bythe BuildingDepartment.) � Building Department g P " `i 800 Seminole Road n /�/� � Atlantic Beach, Florida 32233-5445 ��Q1..-�0 -0O S Phone(904)247-5826 • Fax(904)247-5845 _on q:' E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 ` '7 i \k -r Department review required Yes No in Applicant: IAA o` anning &Zoning ( Tree Administrator DeProject: C' P_A _K • a k 'r's 'ublic Utilities 1.-, Public Safety 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: I 'Approved. Xr6enied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING l/9,020 Reviewed by: Dater TREE ADMIN. Second Review: VlApproved as revised. ❑De d. ❑Not applicable PUBLIC WORKS Comments:5(4p i SS„r S PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: / / r Date: o/1925/4PC) FIRE SERVICES Third Review: I 'Approved as revised. I IDenie Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY 5 w d 'e-e5 /7Pp( 1 `' - Building Permit Application4'1\1s per elm • A City of Atlantic Beach Building Department /h y. "ALL INFORMATION '"*.f i 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-deut(u)coab.us IIS,,REQU/IRED lob Andress:_ 31.7 121L!f._,�,.. ._.__. ---_�___ __. .. ___ permir Numbe [A Cr Cz V— (DO (E 11L • I f' 4t 4/ kid I tC qII 5 Legal Description .7�. 7 p� al.!.;,.r • 2i IL NA(�H /Lei Valuation of Work(Replacemt Cost)S_10•a 10 J Heated/Cooled SI Non-Heated/Cooled • Class of Work: /New t:tAddition :Alteration t;Repair 0 ove Oenso - I' ., ‘Ni•rt - • Use of exist ref proposed structure(s): Commercial l�Reside ctia! / • if an existing structure,is a fire sprinkler system installed?: ()Yes ;info • Wal treejci he removed in a•tinnabon vet' r n.,;.-,,.-.ortect "i.-- i,, Vis,:b -r,_eeyr,itr f , I- ., I•, Crests be in detail the type of work to be perform.:- Gw!/'i s•s. Of q Si `t We*len tit 6k :'u 1r,;l'raAf;At AI2,ruv„I a ���_��foemultiple products use product approval town Property Owner Information tthu:vNe 217 A N 1.4 C Addre,•• __.17 2 '111i_ fu s.f _ 04__2"!.:1 Bts.�. -- -st.,tt Vit Zip ..L7? cc) Pao,, 1v4(- S1S- S S4 E-Ma t Owner u Ase,:' Ill Ake'it rower of Attorney or Agency letter Required) r�ttor Information / Name of Corr anv P tn. (j„f?..1F:.,4 T.�,Qualifying Agent ?fit A idi:S e Pt Address S)3._.101- t e __._.city. q Y ea- r,;t. /AC. ''a J$d 1U ()Rife P' __._ o,'e .._Yrj t.--t t lob S'te Contort Nunntr __ _ �f�j_ 7 /may/ StateCertifirat u ;R.-..: tr.ri�,,,i r. F Mail /�,,z4inl, aiv7,,c7/i- 2'x�(J!/ OFFICE COPY Revision Request/Correction to Comments **ALL INFORMATION -1!..Apr,---;. HIGHLIGHTED IN "' City of Atlantic Beach Building Department GRAY IS REQUIRED. " 800 Seminole Rd, Atlantic Beach, FL 32233 4'U; ( ) J' ZO—UO(5 Phone: 904 247-5826 Email: Building-Dept@coab.us PERMIT 14 Revision to Issued Permit OR ❑ Corrections to Comments Date:,Z-/q-,ZO Project Address: .'i 7 '1///-1-eV 57 Contractor/Contact Name: ./l? '4Z/G/>N 4-Orf/T/I?/rii ,//W,- Contact Phone: 9g it- ?.5"/F--9P69 Email: it//LLiGAf/C,M777e0r//G-(,/)- -/X.e/1 ,(021.7 Description of Proposed Revision/Corrections: - ,17/Zd Qi�G/ ex/ f2 'z/ X16' Ci/wr "' �i7 - 0 PG/1ia/4/ , 4//e//GG-/ ;Z/W , /G T O�C7c ry c,( -- I grRk L-'/H&l.t/GA,1/ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? g No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional in, :ase in building value to original submittal? ❑No ❑*Yes (additional increase in building : $ ,//800. °O ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: !. 2i!C/.,'/,** ,,� (Office Use Only) 'n LJ Approved II Denied LI Not Applicable to Department Permi tte 9uR ',. .c2' 0A Revision/Plan Review Comments 2,� O BuilOinn Dor, .rtrn nt _, L City of Atlantic -,alcin, i-t. Department Review Required: (TAW' illI Planning&Zoning- (Reviewed By Tree Administrator Xgublic Works Public Utilities ;/2`5120 Public Safety Date Fire Services Updated 10/17/18 - k4P-4,Sis's\ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r V ATLANTIC BEACH, FL 32233 A./ OFFICE COPY' (904) 247-5800 BUILDING REVIEW COMMENTS Date: 2/11/2020 Permit#: ACC20-0015 Site Address: 317 AHERN ST Review Status: Denied RE#: 169740 0000 Applicant: MULLIGAN CONTRACTING, INC Property Owner: AHERN TH PROJECT LLC Email: mulligancontractingjax@gmail.com Email: Phone: 9048389868 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Corr9ction Comments: Site plan submitted does not reflect what is • in the field. Please revise t a - is a stairway system that gives access to t•- .eck from the ground. 2 copies of this revision is nee•. . V. There is no detail of the stairw. onstruction on the structural plans. Please revise to show all st tural elements of the stairway s : em and the landings, lumber dimensions for stringers,tread and risers dimensions that are c• - pliant with R311.7.5, attachment of stairway system to deck system, support posts at stairway . • the attachment of the stringers, handrail design that is compliant with R311.8.8. R2Submit 2 copi-. of an elevation drawing depicting the stairway with deck and the new entry door. There is a flict in installation of ledger fasteners on pages S1.0 and S2.0. A different on center spacing .r the same ledger is given as 2 different dimension. Also for the same ledger 2 different fasten, s are mentioned. Correct and submit 2 copies of the revision. Ve ' that the ledger board that is being attached to the host structure is attaching to an enginee ed band jo'.t that would be compliant with R507.2.2. Submit the existing structural drawing detail for at part of t e building to show what the new deck ledger is attached to. 2 copies. of( 0 eck ledger connection to band joists, or approved engineering in existing building, sh. be flashed in accordance with R703.4, #5, Table R507.2, note a. Fall protection for the deck shall be compliant with R312.1.1, R312.2, R312.1.3. Application for this permit will have to be revised to include the installation .. an exterior entry door at he second floor deck level. Submit the Florida Product Approval Number for the door as well as copies of the installation structions from the DBPR product approval website. Any fast- • -rs that are covered up in the i .tallation of that door will have to be uncovered for insta . on inspection. s /a0 Building Mike Jones e/'Ire a dad/ d 12//i/oo 117D7 OFflCEC ' Rea as --- c c t NOTICE OF COMMENCEMENT State of F t a ttr i rr _ Tax Folio No. 1 1 1)4 -Lt!S County of lest c., — . To Whom It May Concern: The undersigned hereby informs you that improvements will he made to certain reef prt?perty,and in accordance with Section 713 of the Florida Statutes,the following information Is stated in this N TICEOF COMMENCEMENT. y Legal Description of property being improved;__. 1/ . � ..._ -_,9,11—__JP.� 's_A• 4A"r "'t ? *dYi V Address of property being Improved: - /7 31,4 e elt _. --_L' r`M General description of Improvements: .._.. _ 1 /1_41:_ .sr•!' fi.__ofc __ Owner: ' (1•..a a Lt.c w...._ Address: - -- .___.. - Owner's interest in site of the improvement .100% • Fee Simple Titleholder(if other than owner}: __— .._ 4._. ___-- -- — Name: _ _d_—. __ �.._ .... -.._..-- Contractor. MAItcsere I.IIA Plit th AM '- Address:. ryer�irrf� t%' r_r - e Fax Na: _ Telephone No.: 'Oct'_ _._•__._ Surety(if any) .:..._: Address: „_ Amount of Bond$ -_- _ _,.:__ ___ Telephone No: -- ..n _. Fax No: Name and address of any person making a loan for the construction of the improvements Name: ,__ �_.Am v -—-- - Addsess: 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 beserved;Name.- -- _______ ._.. _ _ . . r...... __,_. __•__.... :. ._... Address: Telephone No: Fax No:.... .... . In addition tit rrlm' If, owner designates the following person to receive a copy of the tienor's Notice as provided n Serrioii 711.061?)(b),Florida Statues. (Fill in at Owner's option) Name Address: Telephone sfo. _.. . .. Fax No.. __ Expiration date of Notice of Commencement ithe expiration date is one(1)year from the date of recording unless a differ'e+'t date,s specified}: THIS SPACE FOR RECORDER'S USE ONLY OWNER s �b rgi� V: Ot�y'Q.�tG 0 i to 1(z.2 0 St ned. _ _ fate'_ , efore me the '-irk clay of �-,Q.11 y ( Lliurit the County of Dus.at,State Of Flurtda.ha p�cr':rrly aur,r,+rai _ GCl �tG At:4_4.x Rotary public at targe,State or Honda,County of 0u',i My commission expires: •=.- - _.. Personalty xnefrn:-,/ •_' prcrduYrd Identification' ,�1;9(-()A- -*". � Dec 2020031976,OR BK 19099 Page 1735, gallalit • Number Pages:1 Recorded 02/10/2020 12:55 PM, a JEANNETTE L.LADNIER RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL f� ,a, Commleelon#GO 927437 COUNTY RECORDING $10.00 {+r -.:0'...:‘;ilExplresJanuara11,2024 Bonded Thru Troy Fain lnaur�nce 8004 85-7019 City of Atlantic Beach tL ti APPLICATION NUMBER Buildin(f---- g Department (To be assigned by the Building Department.) 'i 800 Seminole Road FER I Q � C Atlantic Beach, Florida 32233-5445 t��ZO—DO —.D tee Phone(904)247-5826 • Fax(904)24 5; 0., E-mail: building-dept@coab.us — Date routed: a/i CD/Zr) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: '3 17 1 ker( 1 ST Department review required Yes No s si sin. Applicant: \1\ t Oco„, t-en anning &Zoning , � Tree i.mmi '. .r I � Project: cyja e A ��C-'_ C' _K i a = 'ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By t Florida Dept.of Environmental Protection y� 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 c PLANNING &ZONING 1 ,� Reviewed b • i,l►`w/ ,��f ,- ` Date:I.'.��✓Ze •TREE ADMIN. Second Review: %�lApproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:N. 7 /av Date: Z1 FIRE SERVICES Third Review: ' 'Approved as revised. I 'Denied. I INot applicable Comments: Reviewed by: Date: Revised 05/19/2017 Revision Request/Correction to Comments **ALL INFORMATION �i,• si ,, HIGHLIGHTED IN 2 In0 Cityof Atlantic Beach BuildingDepartment GRAY IS REQUIRED. 9N Q Z 800 Seminole Rd, Atlantic Beach, FL 32233 r,�� ` Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: \ 0-0 Li I J 4-Revision to Issued Permit OR Corrections to Comments Date:_Z-/9-20 Project Address: 3/7 A//tilr,(/ 57. Contractor/Contact Name: //?G,ZZ/z.4N Gaf/7yjii7/,!// //l/e-- Contact Phone: ew.- 47 57-476.7 Email: /j?/SLG(I d//CO.9riret1/!/G�,/ (/!?,s/L ,ro,,, Description of Proposed Revision/Corrections: 4 '/ ' per- OW .fiD,</ ger ,e//7' ' til /e6/eGvA4/ lr/ZAe4 V ,Z/W' 'ab.& ,' O'c/c I / Rx 'G/izi/.. (,,/.I/ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? `g No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional in, :ase in building value to original submittal? ❑No ❑*Yes (additional increase in building 1 -:$ ,ipoo,.,°O ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: AV 2/e � ,� (Office Use Only) '" "- H-] Approved [. Denied L 1 Not Applicable to Department Permi [t e $ 9u� 2020 Revision/Plan Review Comments I• �1ent . . CityBul).t�` " Department Review Required: mil • ,,i)- d- - _ Planning&Zoning 'eviewey Tree Administrator ublic Works > � Public Utilities "V Public Safety Dat Fire Services REVISED APPROVEDpdatedl0/17/18 Z2 2P2O MAP SHOWING A PLOT PLAN OF LOT 4, AS SHOWN ON THE PLAT OF AHERN TOWNHOMES, AS RECORDED IN PLAT BOOK 71. PAGE 96 & 97 OF THE CURRENT PUBLIC RECORDS OF THE CITY OF JACKSONVILLE, CITY OF ATLANTIC BEACH, OUVAL COUNTY, FLORIDA. LYING IN SECTION 21. TOWNSHIP 2 SOUTH, RANGE 29 EAST. CERTIFIED TO: AHERN TH PROJECT, LLC FORUM CAPITAL PARTNERS. LLC AND FIDELITY NATIONAL TITLE INSURANCE COMPANY 1 I 1 „ ., ` 7 SUBDIVISIOCK ATLANTIC OH g9 6--:---- ----- Y MBF XX NO. 9 P.B.BS APG. X��� X � �X B•isrliE.. Z1bp'E 6S.Y7 _— __ —T- pg CURB ,p1 NIIIIIIIIIIo.� RAu ,IEA 1 10'.IEA-E s I AOCESS 1 /BANS E PM ® IpRiT&ROCK • R PER EN TIPG.O POND ___1. \:-— V' I1{ 143% it. iweesedua,s•ca4c Imitiiiikiiill—_____——____!------- \--......— 10. �,. �r w. s _ 11--,----- a, A .., 1 fxst i 4 0 71 ' I 11. 11Y111111111 I till -Ca, ,,11.5"1111110 Mil OC OE go."jit Ili CI 11 �i� 11111 11 1 II '�,. 10'PVC I� X3'17 A* .\�,l_a�• L �UN � PgN I���givil a '\��� i . -- �C�s. $ > it 1, s . ,t, 1 ,, �� 7( t___1_- 'Son „u�9r1 E ' Wall \. �' J 3. IIID PER P.B.71,Pa i Iii J o 19 5 1� 2R GENERAL NOTES TOTAL LOT AREA = 3,603 SQUARE FEET 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W UNE OF IMPERVIOUS CALCULATIONS AHERN STREET AS NO814.24'E PER STATE PLANE COORDINATE SYSTEM. BUILDING = 901 SQUARE FEET FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS PERMEABLE PAVERS = 381 SQUARE FEET ADJUSTMENT. CONCRETE = 207 SQUARE FEET 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. WOOD DECK = 112 SQUARE FEET TOTAL = 1,601 SQUARE FEET 3. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL UTILIZE THE GRAPHIC SCALE AS SHOWN. 4. IMPROVEMENTS SHOWN HEREON ARE FROM CLARY SURVEY FILE NO. LEGEND SA-3394 DATED 07/30/19, AND NOT FIELD VERIFIED THIS DATE. R/W = RIGHT OF WAY 5. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED P.B. - RIGH BOOK ABOVE GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, G. P.B - PAGE ARE NOT SHOWN OR LOCATED. NO. = NUMBER 6. THE LANDS SHOWN HEREON LIE WITHIN ZONE .X' (UNSHADED, AREAS CONC = CONCRETE TRANS = TRANSFORMER DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), WBF = WOOD BOARD FENCE ZONE 'X' (SHADED, AREAS OF 0.2%ANNUAL CHANCE FLOOD; AREAS OF YD = YARD DRAIN 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 JEA-E. = JEA EASEMENT FOOT OR 'MTH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND JEA-E.E.= JEA EQUIPMENT EASEMENT AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD), AS [10.01 = PERPENDICULAR BUILDING SHOWN ON FLOOD INSURANCE RATE MAP 0409 J, COMMUNITY NUMBER TIES TO BOUNDARY 120075, DATED NOVEMBER 02, 2018. HOWEVER, FLOOD INSURANCE RATE ® = GUARD POST MAPS ARE SUBJECT TO CHANGE. is = SANITARY VALVE TMS MAP OR%MEY 1[ M ETS 1NE STANDARDSDF PRACIRE SET FORBY 2020-6 JOB NO. Mp E FLORIDA DETARR1 OF AGRICULTURE AND CONSUMER SERVKES,M CHAPTER 5.1-17,TLDROA ADMMS1RAIWE CCM.PURSUANT 10 SECTION ON GRAPHIC SCALE DRAFTER EJC Ate MESS.FLORIDA STATUTES. ESS OTIIERRO14/E 940MO STATED ClMB DRAWING,SKETCH.PUT OR MAP B NOT 05503 UWESS ET BEARS ME 0 s ID DATE -01/03/20 SURVEYOR,o HE CO a RAISED SEM.F n oA ROMA ASIRUME ODDE).ED /&ASSOCiates 7X15 MAP DR 9URLE'I 19 FOR 7K EXCLUSIVE USE OF INE ENiTEES NAMED PROFESSIONAL SURVEYORS&MAPPERS HEREON.THE CERTIFICATION SNOW HEREON DOES NOT DOFND TO ANY Na 3731 SCALE i'=10� MOONED PARTY. JACKSONVILLE FLL0.70 MORN PONT w 32237 (IN (904)280-2703 IMCCLANYASSOC.COM CHECKED BY: MICHAEL J. CO AN, P.S.M. CERT. NO. 6788 MAP SHOWING A PLOT PLAN OF LOT 4, AS SHOWN ON THE PLAT OF AHERN TOWNHOMES, AS RECORDED IN PLAT BOOK 71, PAGE 96 & 97 OF THE CURRENT PUBLIC RECORDS OF THE CITY OF JACKSONVILLE, CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, LYING IN SECTION 21, TOWNSHIP 2 SOUTH, RANGE 29 Ell, itGC* CERTIFIED TO: AHERN TH PROJECT, LLC i to S =v" rite FORUM CAPITAL PARTNERS, LLC AND 0 F F I/�/V`E COPY /'1VP" FIDELITY NATIONAL TITLE INSURANCE COMPA T I SUBDIVISION q„ 7 I gTLANC)" CH BLOCK 2 9 PLAT NC)" BS APG 69 XX 6'OF - X 1 6'pBF Ng3'21'S0"E 85.x- ———----------------)------ � a5'cua5 r11)1 0.6 SNC WAIL iA_E.E ® id•FA-E. DIES ACCESS& 1VA • pDR�AINAGE EASEMENT m7 4 ROCK PER P.a 71.PG.96-91 —l® 1_ RETENTION POND —1 8• QQ II — J II I O Z V k L I SBL ��f^ O.B'CGN —_ • r �...wA�.� r g o•REAR .V —— SHO/WBER�vA,R,�E�A \� +r L -- • 801.Ro, 3%S r, s. . •, :FIs f i�— l — \ \\` \ 'I a O � ' 4 1 \�aI.•I .,�, 1 1 /t Z° Z Z ■inr i O� to T [� #�, 5* ;.V rami fls\ 'tall 1' NI 1 ® 9 ��101 S83'21'S ou.l rt65.90PG .35-97 T ` :�� • - rill y stn t� PER P.B. `-� flirt' m1 5 2 1 GENERAL NOTES TOTAL LOT AREA = 3,603 SQUARE FEET 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W UNE OF IMPERVIOUS CALCULATIONS AHERN STREET AS NO8'14'24"E PER STATE PLANE COORDINATE SYSTEM, BUILDING = 901 SQUARE FEET FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS PERMEABLE PAVERS = 381 SQUARE FEET ADJUSTMENT. CONCRETE = 207 SQUARE FEET 2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. WOOD DECK = 112 SQUARE FEET TOTAL = 1,601 SQUARE FEET 3. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. 4. IMPROVEMENTS SHOWN HEREON ARE FROM CLARY SURVEY FILE NO. LEGEND SA-3394 DATED 07/30/19, AND NOT FIELD VERIFIED THIS DATE. R/W = RIGHT OF WAY 5. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED P.B. = RLAT IGH BOOK ABOVE GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, • PG. = PAGE ARE NOT SHOWN OR LOCATED. • • NO. = NUMBER 6. THE LANDS SHOWN HEREON LIE WITHIN ZONE"X" (UNSHADED, AREAS TAC = CONCRETE TRANS = TRANSFFORMER DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN), WBF = WOOD BOARD FENCE ZONE "X' (SHADED, AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF YD = YARD DRAIN 1%ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 JEA-E. = JEA EASEMENT FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND JEA-E.E.= JEA EQUIPMENT EASEMENT AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD), AS [10.0'] = PERPENDICULAR BUILDING SHOWN ON FLOOD INSURANCE RATE MAP 0409 J, COMMUNITY NUMBER TIES TO BOUNDARY 120075, DATED NOVEMBER 02, 2018. HOWEVER, FLOOD INSURANCE RATE 0 = GUARD POST MAPS ARE SUBJECT TO CHANGE. D..1 = SANITARY VALVE THIS MAP CR WRYLY MEETS THE STANOARDSOF PRACTICE SET FORTH BY 2020-6 CONSUMER NO. THE FLORIDA DEPARTMENT OF AGRICULTURE ANDCONSUMER SERNCES.IN CHAPTER 5J-17.FLORIDA ADMINISTRATIVE CODE,PURSUANT TO SECTION EJC •72.D27N.,FLORIDA STATUTES.UNLESS OTHERWISE SHOWN AND STATED HERGRAPHIC SCALE DRAFTER _ THIS DRANWG,SKETCH.PUT OR MAP IS NOT VALID UNLESS IT BEARS THE O 5 TO 01/03/20 SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED ,..,, DATE SURVEYOR AND MAPPER(CHAPTER 51-17.FLORIDA ADMINISTRATIVE CODE). PROFESSIONAL SURVEYORS A MAPPERS THIS MAP OR SURVEY IS FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED LB N0.3701 1.x10, HEREON.THE CERTIFICATION SHOWN HEREON DOES NOT EXTEND TO ANY 31130 CROWN PANT ROAD SCALE UNNAMED PARTY. JACKSONNUE.FLORIDA 02257 (IN FEET) (BCH)260-2703 ' WWN.CLARYASSOC.CCN CHECKED BY: -411MICHAEL J. CO PP AN, P.S.M. CERT. NO. 6788 2/7/2020 ARTICLE III.-ZONING REGULATIONS I Code of Ordinances I Atlantic Beach, FL I Municode Library caly1 air5M'ersLEMENTARY REGULATIONS Q Sec. 24-151. -Accessory uses and structures. (a) Authorization. Accessory uses and structures are permitted within any zoning district, as set forth within this section, where the accessory uses or structures are clearly ancillary, in connection with, and incidental to the principal use allowed within the particular zoning district. Any permanently located structure, including porches, decks and deck railings and the like, which exceed thirty(30) inches in height, also including those which may not require a building permit, are subject to applicable yard requirements unless otherwise provided for within this section. Any accessory structure, if allowed to deteriorate to an unsafe, deteriorated or unsightly appearance, shall be repaired or removed upon order of the city, and shall become subject to code enforcement action for failure to comply. However, temporary structures, such as portable tents, canopies, awnings or other nonpermanent structures shall be limited to special occasion use only, and for a period of not more than ninety-six(96) hours, i.e., four (4) days. (b) Accessory uses and structures by zoning district. (1) Within all residential zoning districts. a. Antenna structures for television and radio, but not microwave relay or commercial transmission structures, television and radio antennae of the customary size and design shall not count as accessory structures for the purposes of determining the number of such structures, provided that only one (1) such structure is permitted per residence. b. Children's playhouse and/or juvenile play equipment provided such shall not be permanently located within required front yards. c. Guest house or guest quarters, provided that such are used only for intermittent and temporary occupancy by a nonpaying guest or family member of the occupant of the primary residence. A guest house or guest quarters shall not be rented for any period of time and shall not contain a kitchen, but may contain a kitchenette as defined herein. Further, a guest house or guest quarters shall not be used as, or converted to a dwelling unit. A detached guest house or guest quarters shall not exceed the number of buildings allowed on a lot as set forth within subsection 24-82(b). d. Detached private garages, carports, guest houses or guest quarters, not to exceed six hundred (600) square feet of lot area and fifteen (15)feet in height, except in accordance with section 24-89 or the provisions of the following paragraph. Only one (1) detached private garage, carport, guest house or guest https://library.municode.com/fI/atlantic_beach/codes/code_of_ordinances?nodeld=PTIICOOR_C H24LADERE_ARTI I IZORE_DIV7SURE_S24-151... 81/142 2/7/2020 ARTICLE III.-ZONING REGULATIONS I Code of Ordinances I Atlantic Beach,FL I Municode Library Code of Ordinances quarters shall be allowed on any single residential lot, and shall be minimum distance of five (5)feet from rear and side lot lines. Such detached structures exceeding six hundred (600) square feet of lot area shall comply with applicable setbacks as established for the principal building. e. Detached private garages, not to exceed six hundred (600) square feet of lot area may be constructed to a height of twenty-five (25)feet provided that such structures shall comply with applicable side yard requirements and shall be a minimum distance of ten (10) feet from the rear lot line. f. Gazebos and similar structures, not to exceed one hundred fifty (150) square feet and twelve (12) feet in height and a minimum distance of five (5)feet from the rear and side lot lines. g. Private swimming pools in accordance with section 24-164. h. Home office (but not home occupation). i. Private ball courts and other similar private recreational uses. j. Skateboard, skating, bicycle or similar ramps, for use on private property only, placed or constructed in fixed locations and made of wood, block, concrete or similar materials, provided that these are not located within required front yards or the street side yards on a corner lot. Due to excessive noise, which may result from the use of such ramps, time of use shall be limited to the hours between 9:00 a.m. and 10:00 p.m. Such ramps shall be maintained in a safe and good condition, and shall be disassembled and removed from the property if allowed to deteriorate to an unsafe or unsightly appearance. k. Storage and tool sheds, not to exceed one hundred fifty(150) square feet and twelve (12) feet in height. Only one (1) detached storage or tool shed shall be allowed on any single residential lot, and such structures shall be a minimum distance of five (5)feet from the rear and side lot lines. I. Screened enclosures and pool cages with screened roofs or similar nonstructural roofs such as awnings and the like, located a minimum of five (5) feet from any side or rear lot line. Such screened enclosures shall not be allowed in front yards. m. Personal pets, limited to those animals customarily considered as pets, and kept only on the same premises of the occupant(s) of the principal residential building. n. Outdoor shower enclosures and open exterior stairs within rear or side yards, located a minimum of three (3)feet from side lot lines. (2) In any zoning district, except as to private swimming pools. a. All accessory uses and structures shall comply with the use limitations https://library.municode.com/fl/atlantic_beach/codes/code_of_ordinances?nodeld=PTIICOOR_CH24LADERE_ARTI I IZORE_DIV7SU RE_S24-151... 82/142 2/7/2020 ARTICLE III.-ZONING REGULATIONS I Code of Ordinances I Atlantic Beach, FL I Municode Library Code of Ordinances applicable to the zoning district in which they are located. Space within arb accessory structure shall not be leased or used for any use, activity or purpose other than those typically incidental to the use of the principal building. b. No accessory structure shall be used as a residence, temporarily or permanently, except in accordance with section 24-89, and no accessory structure shall be used for any commercial or business purpose unless approved as a home occupation in accordance with the provisions of section 24-159 of this chapter. c. Unless otherwise specified within this section, all accessory structures shall comply with the land development regulations, including the minimum yard requirements applicable to the zoning district in which they are located. d. Unless otherwise specified within this section, accessory uses and structures shall not be located within required front yards and shall not be closer than five (5) feet from any lot line. e. Accessory structures shall not be more than fifteen (15)feet in height, except in accordance with section 24-89 or preceding subsection (b)(1)e. f. No accessory building or structure shall be located closer than five (5)feet to any other building or structure on the same lot. Any accessory building or structure located closer than five (5)feet to a principal structure shall be considered attached, and shall comply in all respects with the lot, yard and scale limitations applicable to the zoning district in which they are located. (Ord. No. 90-10-212, § 2(Exh. A), 3-8-10; Ord. No. 90-12-214, § 1(Exh. A), 3-26-12) Sec. 24-152. - Child care. Child care centers, including day nurseries and kindergartens, and child care provided in private homes, whether operated as a permitted use or permitted as a use-by-exceptions, shall be licensed and operated in accordance with all applicable requirements of the Florida Department of Children and Family Services, all applicable city codes, and shall further be subject to the following provisions: (a) Minimum Lot area shall not be less than five thousand (5,000) square feet. (b) Outdoor play areas shall be fully fenced with a minimum four-foot high latching fence, and the size of play area shall meet the state regulations for square feet of play area per child. Within all residential zoning districts, play areas and all play equipment, structures and children's toys shall not be located, maintained or stored within required front or side yards. (c) Where approval of a use-by-exception is required to operate a child care facility, the maximum number of children shall be stated in the application, and in no case shall the maximum permitted number of children be exceeded at any time. The https://library.municode.com/fl/atlantic_beach/codes/code_of_ordinances?nodeld=PTI ICOOR_CH24LADERE_ARTI I IZORE_DIV7SU RE_S24-151... 83/142 Building Permit Application f —tripCity of Atlantic Beach Building Department ••ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us ISREQUIIREEDD. lob Address' 3,1 71-1_11!!1`ll=l to R CCZ v / Permit Number - lLJ, 1S 115VaLegal Description_7,ff.9 4 2 I. l J • 2f,E. ii("t _ri_nitaa_ t T REI4 4 l 3,(r • 1115- Valuation luation of Work(Replacem t Cost)$ t 0.g e J . , Heated/Cooled SF _�- Non-Heated/Cooled • Class of Work: /Newl.lAddition -eratron Repair , ove LJDemo OPool ;.i Window/Doo; • Use of existing/proposed strutture(s). Z.Commercial I.4Resrdential z • If an existing structure,is a fire sprinkler system installed?. I 'Yes rt4o • Will treelsl be removed in acsorration with proposed prnio;t" 'r.--s(must submit separate Tree Removal Permit) i410 Describe Indetailthe type of work to be performed Ce4Sris.� P ( tfif SJ Plt 4Ueale n r tCK Florida Product Approval a _ for multiple products use product approval form Property Owner Information Name ?A7 AB l4( Address /77 04 it, , .� City 764 el ,. State AL_LP 7'3 s- V _ Pho"c _ __7.�'-- S- ,S S 4 - E-Ma l Owner o•Agent(If Agent,Power of Attorney or Agency letter Required)_- Contractor Information /j, 1/< Name of Com any CO COM fir e uil..� T.( Qualifying Agent /74./. Ae •a of Address s 3 rD City.Qg� ...-_-- State _-.-Trp .Tt V Office Phone__ .Y r I r- t &i• lob Site Contact Number State Certificat a /R.- -.tratic'-)Sr E Mail // J/ / 1ilIx 4�6 M Architect Name&Phone k__ Engineer's Name&Phone I Mas 44.6r, r, C n>a-c e< i 14 Workers Compensation Insurer OR Exempt a/Expiration Date Application is hereby made to obtain a permit to do the work a'.d 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 regulating construction in this lurisdrehon.I understand that a separate permit must be secured for Ft FCTRJC I.WORK.Pt LIMItING.SIGNS.., c- WELLS,POOLS,FURNACES,BOILERS.HEATERS.TANKS.and AIR CONDITIONERS,etc NOTICE-Irt addition to the requirementsofINN permit,there may be additional restrictions applicable to this property that may be found In the publicrrecords of this county,-afed ' there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. [[ qq In1r� OWNER'S AFFIDAVIT'I certify that all the foregoing information is accurate and that all work will be done FrCCpp"-plraOt,.2'UL'V. applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY - A RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TOO,&1R PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDERERAN ATTORNEY iilEFORE 3 RECORDI G YOUR NOTICE OF COM ENCEMENT. / / i.,...' ' 4 - r 7 _..... •cure of(Myer or Agent) r / (S�natur Contractor Signed and sworn to for affirmed)before mu thi..111("7",y of Signed and sworn to(or affirmesa before me this 10, day of .rlifilft 21)24D ryY irYlotE 5. nic y p 3au ff,\i 620,by.__:,✓. ; ,, ti - gClAit,14,tt"U.0, t- - - -- ------ ...... ( _ ,, ure of Notary) / f satally Known OR I I Personalty Known OR I ,Produced Wentrflratrnn ( roduced identification Typr..r . r r, Type of identification Ft DC, ' ' fi-.=Comrnisson#EANNETTE .LADNI GG R „"„f�" O��Y p Yi BRUNO EMANUEL SANGSTER •t ?; •„°, Notary Public-Stair of Florida •:.) _ Expires January 11,2024 ,� _- 1� `' :.' .,! Commission a GG ,er ,„ Bonded Tru Troy Fain Insurance 800-585.7019 -';;�,��r�\„��' My Comm.Expires Sep141238,727021 Syuy;y, City of Atlantic Beach APPLICATION NUMBER 6/ Building Department (To be assigned by the Building Department.) WA i 800 Seminole Road• . tA002.0A002.0 //�� � Atlantic Beach,Florida 32233-5445 O `cot.S Phone(904)247-5826• Fax(904)247-5845 0111>.? E-mail: building-dept@coab.us Date routed: z 11__(:)_/Z.C)_ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 ` 7 1\I e r (l ( Department review required Yes No ing tf\Aanning&Zoning Applicant: �� I In U(i S Tree mi rato Project: LL) CpXd e.A e_D_l\ C ublic Utilities�� Public Safety 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 Transportationv.4_,k St.Johns River Water Management District Ad 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: — 2-/1-.2o 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 01...t vr,, City of Atlantic Beach APPLICATION NUMBER os04111K� Building Department (To be assigned by the Building Department.) i 800 Seminole Road n //�� '11 Atlantic Beach, Florida 32233-5445 � �CZO `00 Phone(904)247-5826 • Fax(904)247-5845 _on 9)) E-mail: building-dept@coab.us Date routed: Z 1.1__C-4Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I '7 i\ki—r S ( Department review required Yes No •i •in• N\ • Applicant: LA, I l OL/� C7(1S anning &Zoning Tree A•mmistrat Project: J3 F_ LTpK ' r U l S ublic Utilities Public Safety 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 Ad 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 TREE ADMIN. Second Review: Approved as revised. Denied. HNot 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 Revision Request/Correction to Comments '*ALL INFORMATION rig: HIGHLIGHTED IN 0 ,' r At !c City of Atlantic Beach Building Department GRAY IS REQUIRED. "fair800 Seminole Rd, Atlantic Beach, FL 32233 '' r r ``' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT RCC. -OO( 5 14 Revision to Issued Permit OR Corrections to Comments Date:,Z-/•7-,ZD Project Address: Si 7 ..l,U,-/'t,(/ 5ST Contractor/Contact Name: j17lj,Lz/ic/.IN zat/T ,,7 //l /4/a.- Contact Phone: 99f-- ge5S-?O Email: /f// L( /JLOV 7/I,/e-?/i/Gv,/ r/A0L ,(0//3 Description of Proposed Revision/Corrections: - A 7/Ld , /...-G/G OW .r/D/./ ,JG' (/ '/7' l` Pl - SP6/,7 A'Y Lt/// c(/ ,moi., dD/t- /---' I / ie/‘itL'7ii 2. ./G,11/ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? g No ❑ Yes (additional s.f.to be added: ) , V� ^V • Will proposed revision/corrections add additional in• :ase in building value to original submittal? J ❑No ❑*Yes (additional increase in building : -:$ QOO.DO ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: 40,V 2e (Office Use Only) 1 Li Approved Denied D Not Applicable to Department Permi Ne DU2$202 Revision/Plan Review Comments Building Dor►r itrie It City of Atlantic Beach, FL Department Review Required: Planning&Zoning Reviewed By Tree Administrator public Works L _2 Sl..- Public Utilities L Public Safety Date Fire Services Updated 10/17/18 • '2 0P c-f ,e jjf/ecvAL- /s - /-5-- OFFICE COPY ,_M plastpro .: s �.�°/= 0r„0 . , 0: rlc [�gzQwen 5200 W. CENTURY BLVD. a . . " ow LOS ANGELES, CA 90045 "per "tl / � , NM': '''el r t l l q,a g,qm 1 37.50'MAX.OVERALL _ d" ONELITEoa SERIES \ ! $ "g a 0" 0 and NY edam , FLUSH GLAZED FIBERGLASS DOOR °Z t INSWING OUTS WINGa "NON-IMPACT' ''. O 9 w9 Za o U N $. Cg s i i GENERAL NOSES W y 1. This product has been evaluated and is in compliance 6th Edti ance with the on(2017)Florida © X BuiWfng Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" g i a a g (HVHZ). p o 0 X 2. Product anchors shaft be as listed and spaced as shown on detoBs Anchor embedment 1 to base material shall be beyond wall dressing or stucco. . i 3. When used in areas requiring wind borne debris protection this product is required to s' $ be protected with an impact resistant covering that complies with Section 1609.1.2& Vir v, R301212 of the FBC. 88 2 "v.' 4. For 2%stud framing construction,anchoring of these units shall be the same as that IF, E shown for 2x buck masonry construction. a g i 5. Site conditions that deviate from the details of this drawing require further engineeringII .. analysis by a Bcensed engineer or registered architect. °"" i TABLE OF COMMIS 4 SHEET a DESCRIPTION c oo 5, 1 Typical ebvotan,deutan pressures,a,general notes ` OVERAU.; OVERALL '.DESIGN PRESSURE(PSF) SYYfiJG�• ` a`RAME_ D:LO G,,,. n_p n° 2 Door pond dotats r 4_ • _pXMENS10f . 'DIMENSION_ TYPE . POSITNE , NEGAT)VE; n 3 Horizontal cross sections oat 02/t 5/12 z 4 Vortical cas;ectloru "" INSWING 37.50"x 82.00" 2625"x 65.93•' +50.0 -50.0 ' N.T.S. U 5 Buck and fromo anchoring-2X buck masonry construction GI CMG. n JK m .g 6 Frornoanchoring-IXbuckmasonryconstructionDOE.et LES d OUTSWING 37.50'x 80.50" 26.25•x 65.93" +50.0 -50.0 p 7 Bel of matorfots glazing data l&components MAK Mo: a e1 FL-15215.1 c 9a+eer 1 orL 0 b 11 h4.5 . ',' g ZY '•...s7-1.6 n • =� ki -o g ti. r^ : 6 @ %1'.>".' g rain N �`-T 0 g 0 ,,,,„n i,,„„, $F,�I ED e 4 T • TYP,HEAD& r e %l.rgi \ cd 8 r"n n g a g o. MASONRY JAMBS v �` ♦ m d s e OPENING _r r co pi 0 e 83 la a. NO c i-i —B b HINGE DETAIL .11 FRAME / — E o x o v 4 R • 1XBIlCK� _ _ _ E. a6 • LE �,�_ O a Sr . I k •NINNat m 1� IL SIRIKE JAMB FRAME ANCHORING HINGE JAMB LATCH it DEADBOLT DETAIL we N Masonry IX buck construction E E g on rei CONCRETE ANCHOR NOTES; 0 0 -iii 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortar joints. rt 2.Concrete anchor locations noted as MAX ON CENTER"must be adjusted to 0 maintain the min.edge distance to mortar joints,additional concrete anchors ' z may be required to ensue the MAX.ON CENTER dimension ore not exceeded. w ry • 3 a Concrete anchor table: N wo if ANCH•OR i4•NGHOlt' • MEN. -MIN CLEARANCE •MtN.CLEARANCE "'-G TYPE SIZE::, EMBEDMENT TO MASONRY IO ADJACENT•'` tr .^z v° r. EDGE:':: ANCHOR;, `:, onm 02115/72 ° b TAPCON. 1/4" 1-1/4" 2" 4" owe N JK o TAPCONe 3/16" T•1/4 )ITW " r 1-1/2" ox n: LFS i WOOD SCREW INSTALLATION NOTES: sru. CROW NO.: ri 1.Maintain a minimum 5/8"edge distance,rend distance,&1'o.c.spacing ofct- �� FL.15.275.1 "_ 0 wood screws to prevent the splitting of wood. .or L p a V i ( ' * R\EtentAPIe,tpr0.Ix PEAVANFNT.A•Florid,Prodxt AppraoliVL-15215 Fu?lite OooAC-Ora eingAFR-15215 6TH E0.(2017AFt-1S21S.1-.100ese 41 0 0 A W • ` 0 O j I... Q e 0 a g n r \ 1, n "t lif ,., . a. g 4 n 4 t A IT . .. . 00 I .1I ... 0 0.I 5" ......] . - CO CSI ) ` . ° (TYP,) O e • 1.1/4'MN. 1 EMB.(TYP.) •. • i00 0 of • 0 Q A N � 1111 [*1 c.1 ,. AA /{I �S xt.. \ a • I V, . :. E n . i glop ; P . ; -170°111 ,S. n o ��3 w- m Q it'A j) 0 I-I/4'MIN. FMB.(TYP.) - 151111IIllrrr7r _,%\k‘F sHlyC ., No.43409 te * i* October 18,2017 N PRODUCT. RAS Don:mints Peaper.e g7:% �' nob Of .' 1 / FlBFROTIASS DOOR F E.LynRe. 43409 n F. 1dt 'moi/ ,S�O�NA�l•O�``` R 14. N'' r y , 2 7/25/17 UPDATE TO ern ED. (2017)FEC JN PART OR ASSET/81Y: t���(BUILDING CONSULTANTS. INC. -,1 UT in\ I 04/22/15 UPDATE TO STH E0. (2014)FSC JK YV P.O. Box 230, Volrteo. FL 33595 N to NO DATE BY YERRCAL CROSS SECTIONS Phone No.: 813.859.9197 REVISIONS FBPE CA. No. 9813 012012 H.W.BUILD.O COil1Ulte.1TU Ino. A , ` ` A\O'ents\ttlstpro lot PERMANENT\A-Po'..1s Protket APTsans\R•1521S E4.0 lite Door\C-Drrn-:ngs\TL-152156TH ED.l2911AF1•15215i-.EOAag 21 79.25 MAX.DOOR PANEL HEIGHT F 65.93'MAX D.L.O.HEGHT----{ a171171111 o o 'O 0n 71 4D ,.._;„„morri il 0 NMI 0 Or 4N IL® i? —moi 1.13' t^- ---I 1.13' I-- z P. I m Fr i r-1.59'-1 1: \,. 4i O to 73xiJ 2 0 g 1F9 0 1- Q to f1.75---{ I 1111 N N AIQ 0liro in_ —414 r „7 iji —'• 05 0 4, o e z I A Za '' Na 43409 * ` * October 18,2017 * o Q PRODUCT: Doaxnents Prepared of•.� aTATLr OP `� g PLASTPRO MC. Lyndon F. schmtal � t�s' ��' Q`�J �,` 'in P 3 N FRIERCLASS DOOR P.E. Ho. 43409 4916NAL ��` r" b z' _ //1111111 O' R N r C.. 2 7/25/1) UPDATE TO 6TH ED. {2017)FBC JX PART OR ASSEUBLY: 'I DUILOIHO CONSUI.TANTS, INC. - �t z <n\ I '04/22/15 UPDATE TO 5TH E0. (2014)FBC fR DOOR PAHEC DETAILS tJ L P.O. Box 230, VOIrlee, FL 33595 I N NO DATE BY PI.ons No.1 913.659.9197 REVISIONS FBPE CA. Ho. 9813 0 2012£i.W.9YIL0I116 Cor,suLrwrrts Ino. DESIGN SPECIFICA DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGNAL PLANS, UNLESS P HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM ROOF ROOF LOADING (cd=1.25) TOP CHORD LIVE LOAD 20 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) BOTTOM CHORD LIVE LOAD 10 psf BOTTOM CHORD DEAD LOAD 5 psf DEFLECTION CRITERIA: +229 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 WIND LOADING: ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. BASIC WIND SPEED (ASE 7-10) ------------- 130 MPH IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 MEAN ROOF HEIGHT ---------------------- 25.0 FT BUILDING CATEGORY ----------------------- 11 EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - C ENCLOSURE CLASSIFICATION -----------------ENCLOSED INTERNAL PRESSURE COEFFICIENT -------------- t .18 I MATERIAL SPECIFICATIONS HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND I/6" LARGER THAN THREADED ROD SIZE. (U.O.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY.;TW REO HEAD A7 REINFORCING STEEL-• SHALL BE ASTM A615. GRADE 60. STRUCTURAL STEEL- SHALL BE ASTM A992, GRADE 50. WELDED NITRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)1,900ks1, BENDING STRESS (Fb) 260Qpsi SIMPSON CONNECTORS COMPONENTS & CLADDING GARAGE DOOR ROOF SHEATHING SPEGIFECATIONS: ALLOWAB_E DESIGN PRESSURES PRESSURES (PSF) HIN ,LE- MIN. '/,s", 24/16, APA WITHIN 4'-0" OF ROOF EDGE). TRIBUTARY INT-RIOR EDGE STRIP (PSF): I CAR +229 AREA (sf) ZONE: AGE DOOR (8x7) -250 WALL c-HEATHENG SPECIFICATIONSS, FLEXIBLE FINISH -MIN. '&'% 24/16 INSTALLED HORIZONTALLY OR VER (PSF) 'o' = 4'-6" 10 +25,6 -27.7 +25.6 -34.2 11470.3 MTS12 2 CAR 860 50 +22.9 -25.0 +22.9 -28.8 GARAGE DOOR +21.8 _23.9 STUCCO FINISH. -MIN. '/16", 24/16 24-10dxi'/2" EA. END 13872.3 100 +21.8 -23.9 +21.8 -26.6 (16'x7') 9-10d EA. END STUDS THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGNMETHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES `.hIOWN IN TABLE ABOVE. LINEAR INTERPOLATION IS PERMISSIBLE • PLUS = PRESSURE ANSI MINUS = SUCTION. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPUER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSUI,RES. I SCOPE OF SERVICE CONSTRUCTION MEANS, ACTS OR OMISSIONS OF WORK OR FOR THE FAIL ACCORDANCE NTH THE FOLLOWING: CONTINUOUS FRAMING AND REQUIRED ITEMS NOT DESIGNED PRI NOT SPECIFICALLY ADDRE MECHANICAL OR ELECTR8 CONNECTOR SYP SPF FASTENERS FL# CODE A35 450 450 12-8dO1/2" 10446.4 H2.5T 600 520 5-8d EA. END 11478.3 H8 620 530 5-10dx11/2" EA. END 11470.3 MTS12 1000 860 7-10dx0/2" EA. END 10456.3 HTS20 1450 1245 24-10dxi'/2" EA. END 13872.3 MSTA24 1765 1270 9-10d EA. END 13872.4 MSTA36 2050 1870 13-104 EA. END 13872.8 HTT4 3480 3080 18-16d TO TRUSS/BEAM 1-%"0 ROD TO FTG, 11496 2 HTTS 5250 4670 32-164 TO TRUSS/BEAM 1-6/6"0 ROD TO FTG. 17496.2 LUS28 930 780 6-10d TO HEADER 4-10d TO JOIST 10655.113 HU410 905 785 14-16d TO HEADER 6-16d TO JOIST 10531.36 ABU44 2200 %"0 ROD w/ 12-16d 10849.6 ABU66 2,300 6/6"0 ROD w/ 12-16d 10849.6 SET N/A N/A SIMPSON EPDXY-TIE 11506.4 LTT206 1675 1675 10-16d TO STUD/BEAM/POST 1-'/2"O ROD TO FTG. 11496.3 LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 SHALL NOT HAVE CONTROL M BE RESPONSIBLE FOR ODS, TECHNIQUES, PROCEDURES, OR SEQUENCES: FOR THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE FOR ANY OF THEM TO CONSTRUCT THE WORK IN TRACT DOCUMENTS. IED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE PATH FOR WIND UPUFT, WOOD PANEL SHEARWALLS, WALL TING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. VEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, GENERAL NOTES & CONSTRUCTION SPECIFICATIONS RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE TICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d 0 6" O.0 EDGE AND 6" O.C. FIELD. INSTALL SHEATHING NTH THE LONG DIMENSION PERPENDICULAR TO THE WALL MASONRY SPECIFICATIDNS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. CONCRETE MASONRY UNITS (CMUI: CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY SMAWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E. E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 0 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END,- AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR. MORE COURSES. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". CONCRETE SPECIFICATIONS: ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE IMTH,ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENG OF 3000 PSI. GENERAL NOTES. FOOTING AND FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY) $OILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 0 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS CONCRETE SLABS ON GR SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A I" SAWCUT INTO SLAB IN A 12'02' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. WOOD FRAMING SPECIFICATION& ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACO OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. eRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY MATH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED MOOD TRUSSES, HIB -91' AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM 03161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FON THE DESIGN/INSTALLATION OF ALL WATER PROOFING. FASTENING SCHEDULE MEMBERS LATE TO TOP PLATE TOP PLATE TO STUD DIST TO TOP PLATE !G JOIST TO TOP PLATE 'G JOIST, OVER PARTITIONS G JOIST TO ROOF RAFTER /TRUSS TO PLATE R TO PLATE RAFTER TO HIP RAFTER TO 2x- RIDGE SM. HEADER, TWO PIECES HEADER TO STUD TO SOLE PLATE PLATE. TO JOIST/BLOCKING " 'TYPE FASTENER FACE NAIL 2 -GUN NAILS 0 12" STAG. FACE NAIL (2-16d) 3 -GUN NAILS FACE NAIL (2-16d) 3 -GUN NAILS TOE NAIL (8d 0 6") GUN NAIL 0 6" TOE NAIL (3-8d) 5 -GUN NAILS FACE NAIL (3-16d) 4 -GUN NAILS FACE NAIL (6-16d) 8 -GUN NAILS TOE NAIL (2-16d) 3 -GUN NAILS TOE NAIL (3-8d) 3 -GUN NAILS TOE NAIL (3-10d) 4 -GUN NAILS TOE NAIL (2-16d) 3 -GUN NAILS FACE NAIL 16d0 16" O.C. 0 EDGE TOE NAIL (3-16d) 4 -GUN NAILS TOE NAIL (3-16d) 4 -GUN NAILS FACE NAIL (16d 0 16") GUN NAIL 0 8" NAIL SPECIFICATIONS 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK 2"x0.113"0 = 6d 2/z"x0.131"0 = 8d 3"x0.148"0 = 10d 3/2"x0.162"0 = IN 1'/z"x0.148"0 = 10dx1'/x" 1/2"x0.131"0 = Bdx1'/2" PLAN LEGEND AND ABBREVIATIONS ® INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL GABLE X -BRACE. SEE -�\ DETAIL 7/S2.1. (2)2x8-1 2 HEADER SIZE, JACK AND DESIGNATES SHEARWALL. THE / KING STUD QUANTITY. ._ HIDDEN UNE DESIGNATES SIDE OF _ - WALL THE SHEARWALL SHEATHING SW .3"/6' TO BE APPLIED. fid 0 3/6 DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6"O.C. "IN THE FIELD" ADJ - ADJACENT BM - BEAM BOT - BOTTOM BRG - BEARING CMU - CONCRETE MASONRY UNIT DBL - DOUBLE DIA - DIAMETER EA - EACH EE - EACH END EOR - ENGINEER OF. RECORD EQ - EQUAL EXT - EXTERIOR FBC - FLORIDA BUILDING CODE FDN - FOUNDATION FT - FOOT FTG - FOOTING FOR - HEADER HORIZ - HORIZONTAL LBS - POUNDS LG - Long MANUF - Manufacture MONO - Monolithic OC - On Center OSB - Oriented Strand Board PERP - Perpendicular PRE ENG - Pre Engineered PSF - Pounds per Square Foot PSI - Pounds per Square Inch PT - PRESSURE TREATED QT - Quick Tie REINF - Reinforce SF - Square Foot SPF -Spruce Pine Fur SYP - Southern Yellow Pine THRU - Through TYP Typical LION - Unless Otherwise Noted VERT - Vertical WWF - Welded Wire Fabric REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC 13EACH SEE PERMITS FOR ADDITIONAL REQVIREMENTA ,amn --�- DATE: a o1c� OFFICE COPY ���y,AaS�GZ k ! j • 1ArJ,/ag� a C a e A ry i 'p+ o t `• aYi`•, � s' �fw,t9 =g +a"-Tiz 6../•c�w$4 C<_` ,,ate®®�°. J0 oZ)W�� m 111 If ozla.zo Christopher 1 S2bourl0 PE FL PEN71461 PUN NAME DECK EXTENSION SSE Na 194950 ISIS DATE PERMW 02.16.20 REVISIONS DATE m L- m LD N Uj ZZ m Uj 0 J LL l)J un (J) C7 W U ZXwLJ � W CO � ¢ �U Wr[= U Q FAD ALT62ATION ,.."• i�..m twr�srw�oe��nscw a+cM �AmM.E3101+R .�.. a ��•ow � ��.1 . _. . .. Ami�snnr• mr+ucr,�enn � DESIGN F E 8 1 9 2020 CRITERIA AND f GENERAL {n I. ddi�-y i 1 i rF NOTES J i / f `.. 1 414 SHEET SHEET 1 OF 3 STAGGER BEAM JOINTS 18" MIN AT POST. FASTEN BEAM 2x12 STRINGERS TO 2PLIES w/12 -0.131x3 EACH BEAM w/ 6-10d SIDE OF JOINT (SEE 1/S2.0) 24"x24"x12" CONCRETE 52.0 TOENAIL FOOTING w/ 3-(j5 AT BOT _ 7'-4 3 -6 - - EA WAY (T.Y.P. 3 PLACES) �JO F2 0 F2)O 2 2x12 _ P.,� �_ _ (2)2x12 - ( /221 1 "FLAG BO 0 POST L0 2x12 STRINGERS IN X01 FASTEN TO N III NNI BEAM w/ 2x4 X -BRACING 6x6 P.T. POST w/ i ,I HUC210-2 SCREWS WOOD w/5 -10d EA END ABU66 w/ THREADED HANGER -� I RODS EPDXIED 6' MIN (T.Y.P. 3 PLACES) v H II 52.0 2x6 DECK JOISTS _ ® - 2212 SYPJ2 LEDGER '- _ ,,., (2)2x$ i 016"O.C. w/ 2x12 DECK '01ST 6"0 C w 10528 EA END - 0 NAIL FASTEN DIRECTLY TO / EA END 6x6 POST E EXISTING TRUSS w/ 30" IN GRD 2-1/4x6" SDS 17,-0" SCREWS 016"O.C. NOTE TO CONTRACTOR 1. ALL WOOD FRAMING SHALL BE PRESSURE TREATED. 2. ALL CONNECTORS SHALL BE STAINLESS STEEL OR GALVANIZED NO STRUCTURAL CHANG IN HATCHED AREA UNLESS OTHERWISE NOTED, OFFICE COP PHEV}{fit-{,{6l{tSxlSSS's! 6SARl„qel�B! x 9j�, Sb�nria' w P' '! 0 J ny i J: ' e ® 4 9 ®> Y ! C)"L, O O 6 FOUNDATION PLAN &DECK FRAMING PLAN SCALE: 7/4' ' 1'^0” ,3•`. ?�� a2�£ S $,.1 Ot'o r�� %®\ J Z E O LZ g m l- LU uRI tun 0 l~ilw ozlaso Christopher I S bou riI PE FL PE#71461 PLAN NAME DECK EXTENSION SSE No, 19-045(1 LSSUE DATE PERMIT 02.1x.20 REVL90NLS DATE cy 0 m m LD (V Z N �Z m W O L% LL Lui U Z X Lu Q J W Q m W r (— �p Z D g FIELD ALTERATION �wcron sw�u murna cla6tCRft•.a sna'�aara t9 PPoC1x ro +ncos�rnrwsM�ri+r rF.a�r v`�ixr mraTMiaix�'na+o ¢ ars rxw uee.,eea.,e,>E rmoam �;s w`o�.Eaa,oN"OC1� Tr SEE EVnw�GS. 11 Af E�6 FOUNDATION PLAN & DECK FRAMING PLAN SHEET S1.0 SKEET 2 CF 3 DECKING PER BUILDER. 3-JTZ"x THRU BOLTS (SS) (2)2x12 BEAM NOTCH J INTO POST 3'. NEW 6X6 ELEVATION SCALE: 3/4" = 1' - NOTES: 1. BALUSTERS NOT S 2. G.C. TO VERIFY El CONDITIONS IN FIE 2X12 P.T. STRINGERS SEE PLAN 2X P.T. TREAD MATERIAL P.T. RISER MATERIAL P.T. 6x6 POST EA. SIDE OF STAIRS MIN. 3'-8" ABV. FIRST TREAD 2x4 X -BRACE w/ 5-10d EA STF,GGER BEAM JOINTS 18" MIN AT POST. FASTEN BEAM PLIES w/'2 -0.131x3 EACH SIDE OF JOINT AS SHOWN GUARDRAIL BY BUILDER COMPLY w/ IBC R312.1.L R312.2> R312.1.3 3-h"x THRU BGLTS (SS) (2)2X12 BEAM NOTCH POST INTO BEAM #3 CLOSED STIRRUP EEWA TER PROOFING BY OTHER DECKING PER BUILDER. FASTEN TO JOIST w/2 -10d RING SHANK OR #8x3" DECK SCREWS HANGER 2x12 SYP#2 JOIST 0 16" O.C. -NEW 6X6 POST ABU66 w/ %%6" TITEN(MG) EXISTING HOUSE LUS28 HANGER 2x12 SYP#2 LEDGER FASTEN DIRECTLY TO EXISTING TRUS$ w/ 2-1/4x6" SDS SCREWS 016"O.C. FLASH PER BUILDER Ll SCALE: 3/4" = 1>-0" (2) SECTION AT STAIRS 52.0 SCALE: 3/4" = 1'--0" OFFICE COPY J (D 2 co EU l Q�Lu Z=�F cn U U 02.1810 Christopher I Sabou in PE FL PE#71461 PLAN NAME DECK EXTENSION SSE Ng. 194450 ISSUE DATE PERMIT. 02.1810 REVSKXN5 DATE Om m L9 N zm w z -�L zzujZZ Z~6U Jv co 1 L W F Q FELD ALTERATION �o'mnroxs�iw�c TAR cHesror�m sAaauun Ps rnwa ro Mnxw Arrc siralcnwa. Pen mistw.clmoaa sirs ran ueamrsMmePrcgro �r�tariae SCAUNG 0o W FlQ ,��wPx:�rotw,a�es weAn „• DETAILS SHEET S2.0 SHEET 3 OF 3 10.10 CONCRETE PEDESTAL #3_ HOOK -DOWEL -BAR 24"x24"x12" ro EACH CORNER OF CONCRETE PEDESTAL FOOTING w/ 3-#5 b AT BOT EA WAY 1 SEE PLAN n /-21 DECK SECTION Ll SCALE: 3/4" = 1>-0" (2) SECTION AT STAIRS 52.0 SCALE: 3/4" = 1'--0" OFFICE COPY J (D 2 co EU l Q�Lu Z=�F cn U U 02.1810 Christopher I Sabou in PE FL PE#71461 PLAN NAME DECK EXTENSION SSE Ng. 194450 ISSUE DATE PERMIT. 02.1810 REVSKXN5 DATE Om m L9 N zm w z -�L zzujZZ Z~6U Jv co 1 L W F Q FELD ALTERATION �o'mnroxs�iw�c TAR cHesror�m sAaauun Ps rnwa ro Mnxw Arrc siralcnwa. Pen mistw.clmoaa sirs ran ueamrsMmePrcgro �r�tariae SCAUNG 0o W FlQ ,��wPx:�rotw,a�es weAn „• DETAILS SHEET S2.0 SHEET 3 OF 3 a ■ z o o� C C) W may. C7 rt c v Z3 ? 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