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1991 MIPAULA CT ACC18-0064 ACC PERMIT ACCESSORY PERMIT PERMIT NUMBER J• � _ CITY OF ATLANTIC BEACH ACC18-0064 800 SEMINOLE ROAD vV ISSUED: 12/20/2018 ry\ ATLANTIC BEACH. FL 32233 EXPIRES: 6/18/2019 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: 1991 MIPAULA CT ACCESSORY SINGLE OR TWO GLASS ROOM $59640.00 FAMILY ACCESSORY TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169506 1032 SELVA NORTE UNIT 01 COMPANY: ADDRESS: CITY: STATE: ZIP: DAVID WESLEYS PATIO 2507 CORTEZ ROAD JACKSONVILLE FL 32246 ROOMS OWNER: ADDRESS: CITY: STATE: ZIP: DAY AM ES A 1991 MIPAULA CT ATLANTIC BEACH FL 32233 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 EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 12/20/2018 1 of 2 `,,i.iv',,z, ACCESSORY PERMIT PERMIT NUMBER riit : , CITY OF ATLANTIC BEACH ACC18-0064 '11 800 SEMINOLE ROAD ISSUED: 12/20/2018 `lt »% ATLANTIC BEACH. FL 32233 EXPIRES: 6/18/2019 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells, Inc., Republic Services, Donovan Dumpsters, 'Phillips Containers). Container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. I 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL I Notes: All old decking must be removed from job site by Contractor. Him FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $320.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $160.00 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 $7.95 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.30 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$618.25 Issued Date: 12/20/2018 2 of 2 pSf:Ly r, City of Atlantic Beach APPLICATION NUMBER tf � Building Department (To be assigned by the Building Department.) A *j Atlantic Seminole Road *jA (\ Q 1 C -) /CJ In / ,I tlanticticBeacch, Florida 32233-5445 f-� C� C-f-- Phone(904)247-5826 • Fax(904)247-5845 ,•`�j E-mail: building-dept@coab.us Date routed: I ` f Z c /I g City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM C,Property Address: IC)CI I I \ 1 P(1 L L \ T Department review required Yes No ('wildin(g) Applicant: A` Cs l Li PA i( O &ZoninaT Tree Administrator Project: �0) — 6�"1 lic Works 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 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. UDenied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONINGI Z-3 1g Reviewed b Date: TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. fNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 atlAkf City of Atlantic Beach APPLICATION NUMBER Ai Building Department assigned by the Building Department.) yr-) 800 Seminole Road Atlantic Beach, Florida 32233-5445 r 0 Phone(904)247-5826 • Fax(904)247-5845 NOV 2 9 2)18 J / p 1 E-mail: building-dept@coab.us D t• routed: 1 ! a / I gCity web-site: http://www.coab.us BY: 1 APPLICATION REVIEW AND TRACKING FORM Property Address: Iqq iI l\, 1 P A L L R CT Department review required Yes No �Buildm Applicant: 1--)'.\\I I \A./ Lr Piti-( 0 lanninq &Zonin Tree Administrator Project: Gt.A SS (�Qc7 u lic Works 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 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department artment First Review: ['Approved. ❑Denied. Not ap licable �, (Circle one.) Comments: BUILDING �/ PLANNING &ZONING Reviewed by: Date: o Z— io TREE ADMIN. Second Review: UApproved 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 Srar� City of Atlantic Beach APPLICATION NUMBER , Building Department CGIV (To be assigned by the Building Department.) s 800 Seminole Road (�(�(� / l/� Atlantic Beach, Florida 32233-5445 NOV 2 9 2018 p r`\\'\ • I P7 V l J t r� 4-- Phone(904)247-5826 • Fax(904)247-58 r; E-mail: building-dept@coab.us ' Date routed: e> // 1 g City web-site: http://www.coab.us BY: 111 APPLICATION REVIEW AND TRACKING FORM Property Address: IC)CI I f\A. I P i\ L) L R .I" Department review required Yes No iuildinq� Applicant: 1 i� \A/ (_ l &Li PAI C� �lanninq &Zoning Tree Administrator Project: GI.As 2Q D f lic Works 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 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 1�Approved. ['Denied. nNot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b ate: TREE ADMIN. Second Review: ❑Approved 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 ,t:.:lyrlf, City of Atlantic Beach APPLICATION NUMBER if A ni Building Department (To be assigned by the Building Department.) Atlantictla SeBeach,eale Road AO Q I E3 _ n / ,I r� Florida 32233-5445 V CrJ G{-- Ja.. r Phone(904)247-5826 - Fax(904)247-5845 ` iv,y, v E-mail: building-dept@coab.us Date routed: 1 ' / - 1 s City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1q9 I\�, 1 {� CJ (, CT De�a�ment review required Ye No �uildin� ) ! Applicant: T)iw I it wcsi LI, A j, 0 (.2-Planning &Zonings Tree Administrator Project: GI Ass I ©c7 flalic Works (-lilac Utilitie 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: ❑Approved. gbenied. ❑Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: (1-- Date: I- "/ TREE ADMIN. Second Review: N pproved as revised. ❑Deniied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: rn y/ Date: 12- ) c 1 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ,01,v1:, , Revision Request/Correction to Comments **ALL INFORMATION d �, HIGHLIGHTED IN " City of Atlantic Beach Building Department GRAY IS REQUIRED. "" 800 Seminole Rd, Atlantic Beach, FL 32233 ``'rt 9''' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: j\2C/ 5 Zl Q Revision to Issued Permit OR fl Corrections t• Calm ents Date: ��/ I- Project Address: I L111'1 „ _ UM7> AA cf` q 0 t Q- C_iL r ., . • • I . 1.11-' __...a. , Ci I Qys Qom' --6(."411.S Contact Phone: J I '' 64a-6 Email: zoo Description Proposed Revision/Corrections: � dpci �dl t r� � �1 4�1 d 4-01(4 id(70J�PpP affirm the revision/correction to comments is inclusive of the proposed changes. (printed me) • W. proposed revision/corrections add additional square footage to original submittal? No , _,Yes(additional s.f.to be added: ) • Will proposed revision/corrections add additional incr-ase in building value to original submittal? FINo '—i*Yes (additional increase in buildindr . i % ) (Contractor must sign if increase in valuation) // *Signature of Contractor/Agent: /ATV; is (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit F-• Due$ 5O O d Revision/Plan Review Comments De artment Review Required: Building fil I ning&Zoning (/ Reviewed By Tree Administrator Public Works /2"-q— I.S/ Public Utilities Public Safety Date Fire Services Updated 10/17/18 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of County of 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 descriptic9 of property being improved; "1 `I Owl - 2s - 2* Savct A/(24-.1a 12i'-f O Le-- ,b Address of property being improved: / � If301,e_A, ji C4it4 FL J General description,of improvements: /l i/s c i t[K.. Owner o4. 6et.Address ICI )� a�� Owner's interest in site of the improv'ment p P1/400/11 Fee Simple Titleholder (if other than:owner) Name Address Contractor David Wesley's Patio Rooms, Inc. Address 9378 Arlington Expressway#312 Jacksonville, FL 32225 phone No. (904)998-0300 Fax No, (9Q4)998-0030 Surety(if any) BUILDING PERMIT APPLICATION . CITY OF ATLANTIC BEACH OFFICE COPY . 800 Seminole Road,Atlantic Beach, FL 32233 Office(904)247-5826 Fax(904)247-5845 Job Address: Q I M i Cru VI Permit Nu n,,ben: Re,Q 18 "b0(e) 4 Legal Description 361'gl1g z 1 ,1 l/? l/b I f 11Parcel# • Floor Area Sq.Ft. Sq.Ft Valuation of Work$5"Ii 6` V Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structures)(circle one): Commercial ' - •dential If an existing structure,is a fire sprinkler system installed?(Circle one): Yes o N/A Florida Product Approval# For multiple products use product approval form /' Describe in detail the type of work to be performed: . i f I Ot s hoc PY) Property Owner Information: ' Name- ,tlie/S / ' ' :ie. . ' i Address: I I'c lpjc/J) ' t • ' i Phone � 0 City Cal' f i Stat _ p , E-Mail or Fax#(Optional) arny• yo w,ri 1O OE 1 ai( • �'a/rl Contractor Information: 4/0.8, Compan �i °"• i /._ i I 1 1 f ;�i J • - Qualiff•ng Agent:O �,�//f Cf //f /eL/ Address- ' r . i9 4 s 1 - S City jar:Paw/ ie State / LZai, .f�L1 S Office Phone i ' r"d. /WO . , Job Site/Cot t u gr Fax AV'C%"/I��rL- State Certification/kegistration# , _ . ,: fI I i il Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address • Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certibt that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a period of six(6)months at any time alter work is commenced I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells, Pools, furnaces, Boilers, Heaters, Tanks and Air Conditioners,etc. 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. I hereby certify that I helve read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be co3nplied with whetheit specified herein or not. The granting of a permit does not presume to gm- •uth•:ity to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. 1 Signature of Owner t jj Signature of Contracto,/ ow- �.. . �— Tw Print Name ann25 J S.A5 .. Print Name Pe ts. Ga6 s Sworn tp and subscribed before me .,'qY.L;. 9tCHRISTY RIGNEY Sworn • a su•serf!:e before e ,( this i Day of r. / ' .�.''' .mmissan#GG19 .1 //1+ 'o /_ ./.-1 i J 4 .10.16. " � o': Expires May 31,2022 �A i /�t v a , i .tr' '••$di i�'J' ondsd Thru Troy Fein Insurance 810 3.5-7019. t z o , A otary Public• I 6 ,e . v.'•i• c V I t..)e fit- 7+ L... 000-t-1-4-1 a- -0"1`e )` �. } e_5Revised 01.26.10 • v%ew.k/S, Ct. 1)t_Seo -`i`g-53-cid-7-0 .k i1-1-a3 3-cidS tSc OFFICE COPY To: City of Atlantic Beach From: David Wesley's Patio Rooms Inc. RE: Pulling Building Permits Date: 11/27/18 This letter is to serve as official notice that I, David Wesley, do hereby grant Amy Elizabeth Goodwin to pull any building permits, record NOC's, and any official business that may need to take place to expedite my building permitting process. Respectfully, / / — �� President . - David Wesley 9951 Atlantic Boulevard,Suite 317 Jacksonville, FL 32225 SCC131149576 1 . ,...." k..•\ • i i ...•....., ... . :. :_., .., , .... • OFFICE.CdPY MAP SHOWING SURVEY OF • - - �r I LOT 16, SELVA NORTE, UNIT ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK : ti , 39. PAGES 94, 94A AND 948 OF THE CURRENT 1• :" I PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. to o ., 4o 1 i 1 4,,. • SCALE:S1. .. D. 1 1 I LOT 17 I I t 25.0' I I to 1 1 ,r 10.0'JEA EASEMENT 11-.--------- -`0.00iENT GE--�"�1 O :71; 1 25.0' tt i -1. :. Pr�mono+Pu 10.0. N89'02'14"E 130.57 i 1 y tt v� 7,17.Y,(t>.axo) N89'02'14 5 105,57' IRON TO IRON .� I t1.0 os _"" N05'42'27'NY , 1/FOUNDII PRE N I PEt RIM ( ', '0� �'�'y i s .r CHORD=149.92' I 4 1 1I o o ARC=149.95' 21.7' * CONCfEIE s 2,a I CFI 1 • ��+ s i ' a1 z G� c1 "C3 c TANGENT=75.00 I ,. ; TWO STORY ZIP N \I:13(n 1 =. ,a '4, :� ► FRAME AND ' +IO'm 91 1 LOT 25 r .z RADIUS=2250.16' 1 BRICK 1i o1 o jjz; ► I f`- _ RESIDENCE %I''''• 1 ccs �' NUMBER • 0 202' no. 1991 ;71:4,. 'I c.a •• O <s 13• ) "\.ro u yEol 1 N h115 IS A BOUNDARY SURVEY 01 4 °:3 cc b 'I �:o. ,•f'', , V LOT 16 I I 2. BEARINGS BASED ON THE I I n.. __—_ ---- ---- NORTHERLY PROPERTY UNE � coNrAmE * \�itoaD SIEPs T to IRON I WITH A BEARING BEING <\,, . 4L I DRIVEWAY —^d ,'•. 1 HPE*SIM ►N89'02'14"E AS PER PLAT. _,JP o I \` VQ I 13. NO BUILDING RESTRICTION UNE S I k 1 Y ZOI PER PLAT. oto. z I 4.4:1,4.0 —"Tl l'- ��yr,4 z NJ N ► 4. 10' JEA EASEMENT PER PLAT. Q I . .6' Is `IEt W 1 LOT 26 5. PLAT.RAINAGE EASEMENT PER 1 I Is p c u O (.7.1: I Q ;pM° pCJ1---2\ 1 35.0' av x s.oJo.q' '_� f 'Ut I I PAO r, o /ye v worn FENCE I ITT This SURVEY WAS MADE FOR THE BENEFIT OF: I N ZEa • PAD N v ` v v I y. JAMES A. DAY AND JANE E.SASAKI �..—^— W NAVY FEDERAL CREDIT UNION • `'5Er 1/YMRONS89'02'14�� ' SET•/Y IRON FIRST AMERICAN 111LE INSURANCE COMPANY THE PROPERTY SHOWN HEREON 1 PIPE te3072 W 129.25 wE t,e72 OSBORNE &SHEFFIELD 71TLE SERVICES,LLC. APPEARS TO LIE IN FLOOD I N89tD2'14•E 104.25' IRON TO IRON I ZONE 'X SHADED' (AREAS 0.2% I I ANNUAL CHANCE FLOOD)AS 1 1 WELL AS CAN BE DETERMINED I FROM THE FLOOD INSURANCE I LOT 15 RATE MAP No. 12031C0407H. I REVISED JUNE 3, 2013 FOR DUVAL COUNTY.FLORIDA. DONN W. BOATWRIGHT, P.S.M. 'NOT VALID WITHOUT THE SIGNATURE AND 7HE ORIGINAL RAISED FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.' BOATWRIGHT LAND SURVEYORS, INC, FLORIDA UC. SURVEYING&MAPPING BUSINESS No. LB 3672 CHECKED BY: DRAWN BY: HS FILE:2014-1411 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, 'FLORIDA 241-8550 DATE: DECEMBER 19, 2014 SHEET 1 OF 1 It j Y 1 �Rafe✓ p e,,/ AFFIDAVIT,FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE OFFICE COPY TO: Building Inspection Department,City of Atlantic Beach, 800 Seminole Road Home Owner: - V /1 EI vCI ]Q'l' ? � 1C4 Name i qq 1 f1,4 ( c_O Street Ad,Ai ` _-L 1 � tA rt 32232 City. State and Zip Code Contractor: r/ ) /cJ h/es[e1' Pci'0 I (k1-ri4 _l_E'LC- Permit Number ik-Z. /1 "—e)D 6 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 judgment based on experience 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 of the status of work . •rformed on this structure. Signed / 4' „_ ` Date/1 /.W7/ // r / UJB J ``� t t t O l r r r/4: Before me this 91 day of a N ��% Q�`�GOaDyiti�,� In the County of Dal,State of .lorida,haspersonallyappeared PP NOTARY PUBLIC -0- Comm.#GG 129755 olit eS al herein byhimself/herself alit) My Comm.Expires erse 'Jul 31,2021 Affirms all statements and declar ions herein are true and accurate. %L5' ��'t O '`,, i OF Ft., 0%• Notary Public at rge, State of_ �___,County of k/ n Personal o or Produced Identification ID Type F:building/affidavit for attaching a new structure to an existing structure.docx 7/21/09 • HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT OFFICE ®PY The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence. The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the 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 I, doors/windows separating the sunroom from the host structure, the room may become non-compliant with the requirements as mandated by the Florida Building Code,the Florida Model Energy Code and State Statutes. ++OWNER I have read this complete form and uncle.land I am receiving a Category-4-`— Sunroom.(I-V) Printed Namc if-AAA in Al _ • CSA-s-• A s q/ 1, a . Signed. L rV 1--Z -r r Date. / / / O Before me this !•��-4 day of _f: / (; /S in the County of Duval,State of Florida,has personally appeared JCL/10f_ JJ S a-_1.` -t 3-ctil L Set, r-i.._L4. „t)Frein by ieliff d affirms all statements and declarations ft'erein are true and accurate. :�" u�' •.'•� ' '' Commission#GG 190226 Notary Public at Large,State of h)Cr L J es County of D 1...,._,./('` ( 5 May 31,2022 PersonallyKnown �� • X ❑or Produced Identification[� '!P! Sordid Thru Troy Fain Insurance 800.3135.1M9 ID Type CL 1 `.— .. -Xs '"3 L �. Sol 4- . -,c1c-- -c"�, c' TSL (?C :3-11,--e -sc-. -.:_t,l , Sunroom and Screen Enclosure Requirements Category I H III IV V Habitable Space No No No Yes Yes Foundation Walls<200plf Walls<200plf Walls<200plf can Walls<200plf Walls<200plf can can have 8"W can have 8'W have 8"W x12"D can have have 8"Wx12"D x12"D fig or 3- x12"D ftg or 3- ftg or 3-1/2"slab if 8"Wx12"D ftg fig OR have site 1/2"slab if no 1/2" slab if no no concentrated OR have site specific concentrated concentrated load>750lb OR specific engineering load>7501b OR load>750lb OR have site specific engineering have site specific have site specific engineering engineering engineering Existing exterior GFCI outlet Relocate or add additional outlet to exterior if enclosed _ Exit Lighting Not Required Required Required Required Required Interior Out els Inc Not Required Not Required Required Required Required ts Emergency Egress from Egress and Exit Egress and Exit Egress and Egress and Exit Escape exist. structure must meet code must meet code. Exit must meet must meet code. Openings allowed if open to code. atmosphere and has screen door leading away from residence. Misc.Window Host structure Windows must Windows may be Host structure Host structure and Door windows/doors be removable fixed or removable. windows& windows&doors Requirements shall not be Host structure Host structure doors shall not may be removed. 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 penetration entry, air leakage and water requirements and water penetration apply. • • penetration requirements requirements apply. apply Wind Borne — -- Required, can be on host structure, if built under existing Debris Opening Not Required Not Required Protection roof Energy Sheets Not Required Not Required Not Required Required Required OFFICE COPY Wesley's Patio Rooms 9951 Atlantic Blvd, Suite 317-5 Jacksonville,FL 32225 Office Phone: 904-998-0300 Office Fax: 904-998-0030 Product Approval Information Sheet LIC# SCC131149576 LIC# CCC1328906 Project Name: "d14/J. 5 , 1)(h-/ Permit#: / Z-_‘1 6P 006 V Project Address: / IS/ M1/1I (}Z-1.4- • )LA C i f C i i f PANSY uwi Po5r i1 PA#✓f 1 iv/3 olac20 A-2 75-0-/t3 G',^a v_ to-ilS Xt .461120.0W i//15470 Zz_ 12 5779, l Authorized Project Agent: David R. Wesley / dr J� // 0 0 \\ \\ \\ \\ \\ \\ ISTING��10 STRU�TlI \ \ \ \ \ 2' 0" I Z I� p r, 14 K6" SIrP #2, J 0. W/ S Psol LU26,J0M. HAN ERS LE ER PM H3 LIPS B J_ bo ko 77-5/8' PT 35' 0" PLAN VIEW SCALE 1/4" = 1'-0" 7'7-5/81, 77-5/8" I I I 2X6 OR 5L4 DECKING 22X8 PT 2 2X8 PT 6X6 STS 31'0" LONGITUDINAL ELEVA TION POST (NO NOTCH) SCALE 1/4" = 1'-0" NOTES' �- SPACED SO' A 4" SPHERE GUARDRAIL CANNOT P THROUGH SCALE 1/4" = 1'-0" GUARDRAIL TO BE INSTALLED PER FIG 24-26 *Contractor 7'7-5/8' 0 Q X00 un c L �0oo @ 0s z � o p aQ $FL F �. a ov ._9m L ` xcnmo 2X8 PT y c � 2- -- 18"X18"X8" FOOTINGS c _ p� �U 1. ALL LUMBER IS #2 PT SYP 2X6 BLOCKING 2X6 LEDGER BOARD (SEE FIG 15) 2. GUARDRAIL TO BE INSTALLED PER FIG 24-26 3. STAIR LOCATION TO BE DETERMINED LATER SIMPSON H-3 CLIPS @ EACH JOIST 4. STAIRS TO BE CONSTRUCTED PER FIG 27-34 1 we ,r%Tc-rc 1 r-11 n r (2)2X8 BEAM (FIG 8A) 18"X18"X8" FOOTING memeber sizes as long as new framing member meets the O F- E ' W p a X08 Z g�� $�5� WZO 8 CL z -- o X3= 0 COOF- g E Q Z j�WF- m $ = a' C3 no a \CO) W a � � `' J v }... E-. /\\Lj. nWQ Q Cc, 0 0) Y dWm 0 N ' Zi CL Lu X $FL F �. a ov ._9m L ` xcnmo 2X8 PT y c � 2- -- 18"X18"X8" FOOTINGS c _ p� �U 1. ALL LUMBER IS #2 PT SYP 2X6 BLOCKING 2X6 LEDGER BOARD (SEE FIG 15) 2. GUARDRAIL TO BE INSTALLED PER FIG 24-26 3. STAIR LOCATION TO BE DETERMINED LATER SIMPSON H-3 CLIPS @ EACH JOIST 4. STAIRS TO BE CONSTRUCTED PER FIG 27-34 1 we ,r%Tc-rc 1 r-11 n r (2)2X8 BEAM (FIG 8A) 18"X18"X8" FOOTING memeber sizes as long as new framing member meets the SIDE ELEVATION attached tables. SCALE 1/4" = 1'-0" g" 00 F- E ' W p a X08 Z g�� $�5� WZO CL z -- o X3= 0 COOF- g v�av Q Z j�WF- I LIJ ~®� C3 ZM \CO) W a � � `' J v }... E-. /\\Lj. nWQ 0) Y dWm T) c LL x Z ® Zi CL Lu X 03 \ \ t Lu a a \wvv� Wc� OC W z° sheet # ---- - - - , r% A SIDE ELEVATION attached tables. SCALE 1/4" = 1'-0" OFFICE COPY Lu ISTINO Ii0 STRU(-�u > ug ` U � o L- LL u,aa Q r z ��N� A C Do) f�6 Cc O N Cc G' # J 1 .0. W/ S RSO LU2 JOIST HAN ERS LE ER H3 LIPS B rb .L�+ - N .moi O O 2 ---- ---- ---- ---- ---- ----- - -- --- --- — - - - - _ 8 N s 35'0" m ro o m PLAN VIEW , , 9 10 SCALE 1/4" = 1'-0' -Z,y 7'7-5/8" 7'7-5/8" -7 7-5/8^ 717-5/8u o -- — m o N o - _ L C ` M 30 .1 2X6 OR 5 DECKING a o °�) ID 2 2X8 PT 22X8 PT 2 2X8 PT 2 2X8 PT ° cn c � 0 6X6 POSTS 2'0" 18n X18n X8u FOOTINGS 2' p. C U— — C E D QNQ �� l �� J �` % �`�`/ ` Yl` `� O` ✓ �` ``� //O �/ \ ��/\ \�O�/� /\ jam\/\\� \/\\\/ j `0� /`` O�`Y ` Off`/ ` ``�`Yti ^✓ % `%O `` `\%/`/`` `! > W c % ��```/ �o```/��````/� / /��` `jo ` `//o `jo ` o/`�`/��```y� �``y / �/ /� �� /�/� / / / \/ /% �`` Y % moo` % �`�i s ~ z s ��;-�`/ 1 ��/�/,ten/i✓..� �/%/� /c/.� Ali✓...� /i lv. Z Q 31'0" -I W U¢ °8 LDNGITUDINAL ELEVATION �, W�� a) SCALE 1/4" = 1'-0' 2X6 BLOCKING — 2X6 LEDGER BOARD (SEE FIG 15) Q a_ ZO o Lu NOTES: SIMPSON H-3 CLIPS @EACH JOIST U 0o U 1. ALL LUMBER IS #2 PT SYP ` N W U m 2. GUARDRAIL TO BE INSTALLED PER FIG 24-26 0� W n=. c 3. STAIR LOCATION TO BE DETERMINED LATER (2)2X8 BEAM _ - 4. STAIRS TO BE CONSTRUCTED PER FIG 27-34 (FIG 8A) 18")(18"X8" FOOTING 6X6 POSTS `� 0 iv a z sheet # *Contractor may change framing memeber sizes as long as new framing member meets the SIDE EL EVA attached tables. SCALE 1/4" = I Proscriptive Regi ftek con Based on the 2015 (flush, 01 ,.t un Gulde Residential Code decking bearing) existing house floor construction ledger board attachment to existing house Mere applicable, provisions and details containedin this document are based on the btetrretrorrel Residenfiaf Code (IRC) [bracketed text references applicable sections ofthe IR ]. Prescriptive construction methods recommended met or exceed minimum requirements of the IRC. ovisiors that are not found in the IRC are recommended as good industry practice. Mere differences exist bveen provisions of this document and the IRC, provisions of the IRC shall appy. This document is not intended to .7edude the use of other construction methods or materials. Al construction and materials must be approved by thel authority having jurisdiction. Every effort has been made to reflect the language and intent of the IRC. However, no assurance can be given that designs and construction made in accordance with this document meet the requirements of any particular jurisdiction. OFFICE Copy PRESCRIPTIVEt 4 GUIDE CO— rj--�--E--N—T—S 14IIN1XIUM[REQUIREMENTS & LIMITATIONS ........... 2 LEDGER BOARD FASTENERS....................................15 DECKING REQUIREMENTS...........................................3 NON -LEDGER DECKS - VERTICAL LOADS ............. 17 jOIS t SIZE.........................................................................3 DECK LATERAL LOADS .............................................. 17 BEAN I SIZE & ASSEMBLY REQUIREMENTS ............. 5 GUARD REQUIREMENTS ............................................ 19 DECK FRANIING PLAN...................................................8 GUARD POST ATTACHMENTS..................................19 jOIs -TO-BEAM CONNECTION....................................9 STAIR REQUIREMENTS.............................................20 jOIS'I HANGERS..............................................................9 STAIR HANDRAIL REQUIREMENTS......................... 22 POST REQUIREMENTS ................. ...................10 STAIR FOOTING REQUIREMENTS ............................ 22 RIM .IOIST REQUIREMENTS ........ ............................11 STAIR LIGHTING REQUIREMENTS ........................... 22 FOOL INGS.......................................................................11 FRAMING AT CHIMNEY OR BAY WINDOW ........... 23 LED iER ATTACHMENT REQUIREMENTS...............13 PROI 11BITED LEDGER ATTACHMENTS ...................15 MIiN1MU141 REQUIREMENTS & LIMITATIONS L This document applies to single level residential wood decks that are attached to the house to resist lateral forces. [R507.2.4] 2. Overall deck length shall be equal to or less than overall deck width. See DECK FRAMING PLAN for definition of deck length and width. 3. Minimum post size is 6x6 nominal and maximum post height shall be in accordance with Table 4. 4. All lumber shall be identified by the grade mark of, or certificate of inspection issued by, an approved lumber grading or inspection bureau or agency (www.alsc.org). All lumber and glued laminated timber shall be a naturally durable species (such as Redwood or Western Cedars where 90 percent or more of the width of each side is heartwood); or be preservatively treated with an approved process in accordance with American Wood Protection Association standards (Table 1) [R317 and R3181. All lumber in contact with the ground shall be approved preservative treated wood suitable for ground contact. [R317.1.2] All cuts shall be field treated with an approved preservative (such as copper naphthenate) [R402.1.2]. 5. All nails shall meet the requirements ofASTM F 1667. Threaded nails as stated in this document include helical (spiral) and annular (ting -shank) nails. Wood screws shall meet the requirements of ANSUASME B18.6.1. Bolts and lag screws shall meet the requirements ofANSIIASAIE 818.2.1. 6. Throughout this document, 'ix" diameter bolts and lag screws are specified for various connections. Edge distance and spacing requirements are based on 'fz" diameter fasteners. If larger (or smaller) fasteners are specified, edge distance and spacing shall be adjusted. 7. To resist corrosion, the following is required [R317.3J': ■ All screws, bolts, washers, nuts, and nails for use with preservative treated wood shall be hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze, or copper. Hot -dipped galvanized fasteners shall meet the requirements ofASTM A 153, Class D for fasteners 31s" diameter and smaller or Class C for fasteners with diameters over "!s". Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. ■ Fasteners other than nails and timber rivets shall be permitted to be of mechanically deposited zinc - coated steel with coating weights in accordance with ASTM B 695, Class 55, minimum. ■ All connectors (joist hangers, cast -in-place post anchors, etc.) shall be galvanized or shall be stainless steel. Hardware to be hot -dipped prior to fabrication shall meetASTA•f A 653, G-185 coating. Hardware to be hot -dipped galvanized after fabrication shall meet ASTMA 123. ■ Fasteners and connectors exposed to salt water or located within 300 feet of a salt water shoreline shall be stainless steel grade 304 or 316. • Fasteners and connectors shall be of the same corrosion -resistant material. ■ Other coated or non-ferrous fasteners or hardware shall be approved by the authority having jurisdiction. 8. Decks supporting large concentrated loads such as hot tubs are beyond the scope of this document. 9. This document does not apply to decks which will experience snow loads, snow drift loads, or sliding snow loads that exceed 40 psf. 10. Lateral load resistance is limited to the prescriptive provisions of R507.2.4 of the IRC. Alternative loads and detailing shall be approved by the authority having jurisdiction. O W .., w�H UW� U WzZ LUQ Oe. �a H wP� WO a: w C3 � o , Yx•o Oi Cd Q U sr �E¢ooi w b 0l C; Y SHEET # Copyright © 2018 American WrIod Council American Wood Council R-01 11. Flashing shall be corrosion -resistant metal fR703.81 of minimum nominal 0.01 9 -inch thickness or approved non-metallic material. Aluminum should not be used in direct contact with lumber treated with preservatives that contain copper such as ACQ, Copper Azole, or ACZA. 12, ecks shall not be used or occupied until final i pection and approval is obtained. 13. T us document is not intended to preclude the use of other construction methods or materials not described Table 1. Common Species and ulse Categories for Decay Resistance.' 8 - 0 2 L, Allowa Ab ve Ground 2x8 Species 9'-11" Southern Pine X Dou las Fir -Larch V_0" Western Cedars, Hem -Fir SPF Ponderosa Pine X o w Red Pine X a.Redwood Southern Pine X 16'-2" 14'-0" 11'-5" 3'-1" Western Cedars _ T ra Redwood �r Z a Western Cedars 1. Use categories listed in Table 1 are basdid on the American Wood Protection Association (AWPA) �� k of Standards. 2. Above Ground - UC3B; Ground Conta UC4A. 3. Naturally durable species with 90% hear{jwood in Wdth on each side need not be treated per rn inim,um requirements. DECKING REQUIREMENTS All decking material shall be composed of dimension lumber (2" nominal thickness) or span rated decking in accordance with the American Lumber Standard Committee Pohryfor Evaluation of Recommended Spans,for Span Rated Decking Products (November 5, 2004). Attach decking to each joist with 2-8d threaded nails or 248 screws. Space decking boards approximately'Is" apart. See Figure I 1 for decking connection requirements at the rim joist. Decking placement may range from an angle perpendicular to the joists to an angle of 45 degrees to the joists. Each segment of decking must bear on a minimum of 3 joists (or 3 supports). Decking not meeting these requirements may be substituted when the product has been approved by the autho�ity having jurisdiction; however, connections equiv lent to those shown for lumber or span rated decki �a are assumed. The s,�han of a joist, L., is measured from the face of supp at one end of the joist to the face of support at the of er end of the joist and does not include the length of the overhangs, Lo. Use Table 2 to determine allow PPble joist span, Lr, based on lumber size and joist spacit g. Joist span, L, must be less than or equal to allow��ble joist span, Lx. Overhang length is the lesser of allow lble overhang, Lo, or one fourth the joist span, U4. See F�gure 1. and Figure 2 for joist span types. American wood Coun{til 4 PRESCRIP71VE RESIDENTIAL WOOD DECK CONSTRUCTION OUIDE Table 2. Maximum Joist Spans and Overhangs? Joist S acin (o.c. 12" 16" 24" 12" 16" 24" Species Size Alla 8 - 0 2 L, Allowa ang3 Lo 2x8 2x66 9'-11" 9-0" 1 T-7" V_0" Western Cedars, 2x8 13'-1" 11'-10" 9'-8" 1'-10"" 2x10 2'-4" Southern Pine 2x10 16'-2" 14'-0" 11'-5" 3'-1" 3'-5" 2'-10" 12'-4" 2x12 18'-0", 16-6" 13'-6" 4'-6" 4'-2" T-4" 2x66 9-6" 8'-4" 61-10" 0'-11" V-0" V-2" Douglas Fir- 2x8 12' - 6" 11' - 1" 9' - 1" 1' - 8" 1' - 10" 2' - 2" Larch, Hem -Fir, 2x10 15' - 8" 13-7 11' - 1" 2' - 10" 3' - 2" 2'- 5" Spruce -Pine -Fir° 2x12 1&- 0-7 15'-9" 12'-10" 4'-4" 3'-11" 3'-3" 0' 10" 0' 11" 1. Assumes 40 psf live load, 10 psf dead load, No. 2 grade, and wet service conditions. 2. Assumes 0360 deflection. 3. Maximum allowable overhang cannot exceed V4 or'/. of actual main span. Assumes cantilever length/180 deflection with 220 Ib point load (See Figure 1A and Figure 2). 4. Incising assumed for Douglas Fir -Larch, Hem -Fir, and Spruce -Pine -Fir. 5. Design values based on northern species with no incising assumed. 6. Ledger shall be a minimum of 2x8 nominal. Joists and rim joists to which guard posts are attached shall be a minimum of 2x8 nominal. 7. Joist length prescriptively limited to 18'-0" for footing design. Figure 1A. Joist Span — Joists Attached at House and Bearing Over Beam. existing wall optional overhang -- joist rim joist I /I_-- blocking (at overhanging !1 I joists only) beam (flush tight bearing) post ledger board Lo or U4 joist span (L<_Lj) maximum --- gee Table 2 overhang American wood Council SHEET # R-02 2x66 a -10 8 - 0 6 - 10 0 _9 Redwood, 2x8 11'- 8" 10'- 7" 8' - 8" 1' - 5" V- 7" 1' - 9 Western Cedars, Ponderosa Pines, 2x10 14- 11" 18' 0" 10'- 7" 2'- 5" 2' - 7" 2-8" Red Pines 2x12 17'-5" 15'-1" 12'-4" T-7" 3'-9" 3'-1" 1. Assumes 40 psf live load, 10 psf dead load, No. 2 grade, and wet service conditions. 2. Assumes 0360 deflection. 3. Maximum allowable overhang cannot exceed V4 or'/. of actual main span. Assumes cantilever length/180 deflection with 220 Ib point load (See Figure 1A and Figure 2). 4. Incising assumed for Douglas Fir -Larch, Hem -Fir, and Spruce -Pine -Fir. 5. Design values based on northern species with no incising assumed. 6. Ledger shall be a minimum of 2x8 nominal. Joists and rim joists to which guard posts are attached shall be a minimum of 2x8 nominal. 7. Joist length prescriptively limited to 18'-0" for footing design. Figure 1A. Joist Span — Joists Attached at House and Bearing Over Beam. existing wall optional overhang -- joist rim joist I /I_-- blocking (at overhanging !1 I joists only) beam (flush tight bearing) post ledger board Lo or U4 joist span (L<_Lj) maximum --- gee Table 2 overhang American wood Council SHEET # R-02 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE 5 Fiaure 1B. Joist Span — Joists Attached at House an4'to Side of Beam. existing wall joist beam- --4111 i---- joist hanger ledger board - 'Note:beam depth must be equal t'p or greater than joist post depth i� joist hangers are used jost span (1-51-j)_ (See Table 2 - --- Figure 2. Joist Span — Non -Ledger Deck. existing wall ---I optional overhang optional overhang ftl blocking (at erhanging -,,I11 K rim joist It joists only) III mm joist beam (flush _ joist tight bearing) beam((flush tight bring) post I post Lo or 114 _+ joist spmaximum See n Ll-) maximum overhang overhang See able 2 BEAM SIZE & ASSEMBLY REOlJIREMENTS Joists shall not frame in from opposite sides of the same beam. See JOIST -TO -BEAM CONNECTION details, Deck beam spans shall be in accordance with Table 3 Figure 6. and can extend past the post face up to I.,s 4 as shown in Figure 3. Joists may bear on the beam and extend past Where multiple Ix members are used, the deck's beam is the beam face up to the lesser of Lo or L4 as shown in assembled by attaching the members identified in Table Figures 1 A and 2, or the joists may attach to the side of 3A in accordance with Figure 4 [Table R602.3(1)]. the beam with joist hangers as shown in Figure 113. 11 American Wood Council f �• g PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE Table 3A. Dimension Lumber Deck Beam Spans (La)f Supporting a Single Span of Joists with or Without Overhangs. Joist Spans (L) Less Than or Equal to: Species Size` 6 8' 10' 12' IN 16' 18' 2-2x6 6' 5'- 8" 5'- 1" 4'- T' 4' - 3" 4 - 0" 3' - 9" 2-2x8 $' FT' T- 4" 61-61- 5'- 11" 5'- 6" 5--l" 4 - 9" 2-2x10 10'-1" 8'-9" 7'-9" T-1" 6'-6" 6'-1" 5'-9" 2-2x12 11' -11" 10' 4" 9' - 2" 8'- 4" T- 9" 7' - 3" 6' 9" Southern Pine 3-2x6 T-11" _ /' -2" 6'-5" 5'-10" 5'-5" 5'-0" 4'-9'• w p 3-2x8 10'_7' 9'-3" 8'-3" T-6" 6-11" 6'-5" 6-1" xdQ 3-2x10 12' - 9" 11' -0" 9' - 9" 8' - 9" 8' - 3" 7' - 8" T - 3" U UOQ 3-2x12 15'-0" 13'-0" 11'-7" 10'-6" 9'-9" 9'-1" 8'-7" 3x6 ort -2x6 5'-2" 4'-5" 3-11' 3'-7" 3'-3" 2'-10" 2'-6" W� 3x8 or 2-2x8 6' - 7" 5.-81. 5' -1 " 4' - 7" 4' - 3" 3.-1011 3` - 5" d z Douglas Fir- 3x10 or 2-2x10 8' - 1" 7' - 0" 6' - 3" 5'- 8" 5' - 3" 4'- 10" 4'- 5" h - Larch2, Hem- 3x12 or 2-2x12 9' - 5" 8' - 2" T- 3" 6' - 7" 6' - 1" 5' - 8' 5' - 4"W ti Q Fire, Spruce -C) 4x6 6' - 2" 5' - 3" 4-811 4' - 3" T-1111 3' - 8" 3' - 5" O Q Pine -Fire, Redwood, 4x8 8 - 2 ' " T - 0 " 6 ' - 3" 5' - 8" 5' - 3" 4'- 11" 4' - 7" � a d Western 4x10 9'- 8" 8' - 4" 7' - 5" 6' - 9" 6' - 3" 5--10" 5'- 5" w O Cedars,4x12 11' - 2" 91 - 8" 8'- 7°' T 10 T - 3"' 6'- 9" 6-4" u Ponderosa Pine3, Red 3-2x6 7--l" 6-5" 5--9" 5' - 3" 4' - 10" 4-6- 4' - 3" Pine 3-2x8 9' - 5" 8' - 3" T- 4' 6' 8" 6' - 2" 5'- 9" 5' - 5" 3-2x10 11'-9" 10'-2" 9'-1" 8'-3" 7'-7"' 7'-1" 6`-8" 3-2x12 13'-8" 1T-10" 10'-6" 9'-T' 8'-10" 8'-3" T- 19' 1. Assumes 40 psf live load, 10 psf dead load, 1/360 simple span beam denection limit. cantilever length/180 deflection limit, No. 2 grade, and wet service conditions. M - 2. Incising assumed for Douglas Fir -Larch, HemFir, and Spruce -Pine -Fir. 11� ct 3. Design values based on northern species with no incising assumed. 4 4. Beam depth must be equal to or greater than joist depth if joist hangers are used (see Figure 6, Option 3). Q N O � 0 0 M � O O bu o U yx•o o tJ U c oy � ,8 O U �3 4. T A ~ Ca Q a 7� a a �c C7 a fit -a d C11 E SHEET # American Wood Council R-03 Table 38. Glued Laminated Timber Beam Spans (La)' upporting a Single Span of Joists with or without Overh' i s. Jo st S ans (L) Less Than or Equal to: 10' 12' 14' 16' 18' Stress Class2 Width3 Depth 6' 81 9-1/2" 12'-2" 10'- 9'-4" 8'-6" T-10" T-4" 6-11" 11'-8" 10'-8" 9'-10" 9'-2" 8'-8" 3-1/2" 11-7/8" 15'-2" 13'-1 Balanced or Unbalanced 20F -1.5E 14" 17' if , 15'- 13'-9" 12'-7" 11'-7" 10'-10" 10'-2" 14'-10" 13'-7" 12'-6" 11'-8" 11'-0" And Higher Grade 11-7/8" 18'-0"5 16-0r r 1T-6" 15-11" 14'-9" 13'-9" 13'-0" Cedar 5-1/4" 14" 18'-0"5 18' 18' 0"5 18'-0"5 16-10" 15'-9" 14'-10" 16" 18'-0"5 18'-0' 9-1/2" 13'-11" 12'-1 10'-9" 9'-10" 9-1 8-6 _8-0 3-1/2" 11-7/8" 1T-5" 155''-1" 13'-5" 12'-3" 11'-4' 10'-7" 10'4" Unbalanced 24F -1.8E 14" 18'-0"s 17-9 15-10" 14'-5" 13'-4" 12'-6" 11'-9" Douglas Fir -Larch or s 11-7/8" 1$'-0" 18'-0" 17'-1" 15'-7" 14'-5" 13'-6" 12'-8" Southern Pine 5-1/4" 14" 18'-0«5 18'-0-0' 18'-0"5 18'-0"5 17'-0" 15-10" 14'-11" 16" 18'-0"5 18'-U 18'-(5 18'-0"1 18'-(T5 18'-0»5 17'-0" 9412" 13'-11" 12'- 11'-8" 11'-0" 10'-5" 9'-11" 9'-T' 3-1/2" 11-7/8" 17'-5" 15'-1 14'-8" 13'-9" 13'-1" 12'-6" 12'-0" Balanced 24F -1.8E 14" 18'-0"5 a 18'-0" 17'-4" 16-3" 15'-5" 14'-9" 14'-2" Douglas Fir -Larch or 11-718" 18'-0"5 18'-0"� 1T-4" 16'-3" 15'-5" 14'-9" 14'-2" Southern Pine 5-114" 14" 18'-0"5 18'-0"I 15� 8'-0"$ 18'-0"5 18%(Y"' 17'-6" 16'-9" 16" 18'-0"5 18'-0" 18-.(y-5 18'-0"5 18'-05 18'-0"5 18'-0" 5 1. Assumes 40 psf live load, 10 psf dead load, U360 simple span beam deflec tion limit, cantilever lengthl180 deflection limit. Glued laminated timber shall be of naturalty durable species or treated with an oil -borne orw�ter-borne preservative in accordance with AWPA U1. See MINIMUM REQUIREMENTS 8 LIMITATIONS. Spans for glued laminated b ber beams not treated with oil -borne preservatives shalt be multiplied by 0.89- 2. Preservative treated structural composite lumber of equal or greater capacit can be substituted. 3. Beam widths of 3-1/8" or wider can be used for the tabulated 3-1/2" width; a lid beam widths of 5-1/8" or wider can be used for the tabulated 5-114" width. 4. Beamdepth must be equal to or greater than joist depth if joist hangers are psed (see Figure 6, Option 3). 5. Beam span prescriptively limited to 18'-o" for footing design- ure 3. Beam S joists above - r optioi al overhang (may — occu at each end) ---Fr— IUI Vl NI IVI IN AI 4 iAl (At P----- -- --'� I I I beam — am splice if needed) -- post, typical t interior post cations 1-8/4 max. beam span (La):be m span (La): Lat4 max. overhang See Table 3 �ee Table 3 overhang American wood Clouncil g PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE Figure 4. Beam Assembly Details. 10d threaded nail or #10 wood 2 threaded nails or screws at each end or screw z3" long, staggered in splice end splices shall be located only over =2 rows interior posts (Figure 3) —� If a beam is constructed with 3 -members, I 16" attach each outside member to the inside typal member as shown here. DECK FRAMING PLAN A framing plan shows the width, length, joist and beam layout-, the location of the ledger board, posts, and footings-, and the type, size, and spacing of the ledger board fasteners. The overall deck length shall be equal to or less than the overall deck width. Stairs and stair landings shall not be included in determining the overall deck length or width. See Figure 5 for an example of a typical deck framing plan. Figure 5 Typical Deck Framing Plan. F" O xd� v:lUsx UOW U W aZoW —UW �pzQ Wad w� WO w Lumber species: (see Table 1) 1 Chimney !/ x ledger SayWindow � 1 board with Y2" dia. F ooltslag screwslanchors �? o (see Table 5) 3 �, w cW C O w o X joist hanger: lbs o b U I c Z _ (see Table 3A) 3 U W m I dou a or triple trimmer hanger, -- lbs 5 o �, +� •-^ c ?L' ro o� (see Table 7) clsd Cq x— trimmer L ° m m o m pvi o "( (see Figure 35) a CIS U U w a� 's ( �vf— rim joist b ¢ a 0 � ss x min. 6x6 post ca 1 I p°` stair stringers:' cut or solid N O span: o j _ e (see Figure 28) E £ f treads: x b E L It (sae Table 6) 3 p�1 W ti o 1 L,ai4 max. beam span (L3): see Table 3 single, L614 max. a overhang 1— overhang double, or triple x^ Le -- overall deck width: SHEET # American Wood Council Q—oA JOIST -TO -BEAM CONNECTION Each joist shall be attached to the beam as shown in Figure 6. Joists may bear on and overhang past the beam face the lesser of Lo or LA when Option 1 or Option 2 is used to attach the joist to the beam and blocking is provided between joists at beam bearing. Mechanical fasteners or hurricane clips used, as shown in Option 2, Figure 6. Joist -to -Beam Detail. 3-8d threaded OPTION 1 toe nails (2 on one side. 1 on the other) beam OPTION 2' mechanical fastener or \ f hurricane clip `see manufacturer's JOIST HANGERS Joist hanger, as shown in Figure 7, shall have a depth of at least 60°'/`0 of ledger or beam depth. Each hanger shall have a minimum vertical capacity in accordance with Table 3A. The joist hanger shall be selected from an approved manufacturer's product data based on the dimensions of the joist or header it is carrying. Joist hangers and fasteners shall be corrosion resistant (see MINIMUM REQUIREMENTS). Use joist hangers with inside flanges when clearances to the edge of the beam or ledger board dictate. Do not use dip angles or brackets to support joists. Table 3A. Joist Hanger Vertical Capacity. Joist Size Minimum Capacity,lbs 2x6 400 2x8 500 200 600 2x12 700 I have a minimum capacity of 100 lbs in both uplift lateral load directions. Joists may also attach to the of the beam with joist hangers per Option 3. Joists I not frame in from opposite sides of the same beam. JOIST HANGERS for more information. Hangers. s, and mechanical fasteners shall be galvanized or mess steel (See MINIMUM REQUIREMENTS). OPTION 3' top of beam or joist ledger and joist hangar must be at same elevation I for additional requirements Figure 7. Tvpical Joist Hanger& joist hanger with inside flanges o 6 n 0 0 American Wood lCouncil 10 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE t�t)ST REGUIR.EMENTS All deck post sizes shall be 6x6 (nominal) or larger, and the maximum height shall be in accordance with Table 4 anti measured from grade or top of foundation, whichever is highest, to the underside of the beam. Under prescriptive limits of this document, 8x3 nominal p,ms can be substituted anywhere in Table 4 but are linuted to a maximum height of 14'-0". Posts shall be centered on footings. Cut ends and notches of posts shall be field treated with an approved preservative (such as copper naphthenate) [R402.1.21. The beam shall be a toched to the past by notching as shown in Figure 8A or by providing an approved post cap to connect the begun and post as shown in Figure 8B. All 3 -ply beams shsrll be connected to the post by a post cap. All through - bolt s shall have washers under the bolt head and nut. Ali tchment of the beam to the side of the post without nrAching is prohibited (see Figure 9). provide diagonal bracing parallel to the beam at each collier post greater than 2'-0" in height as shown in Figure 10. Diagonal bracing is prohibited on center posts. Bracing shall be fastened to the post at one end and the beam at the other with'/z" diameter lag screws. For non -ledger decks, (see Figure 21) diagonal bracing may be omitted at the beam and posts adjacent to the hnluRe_ Figure 8A. Post -to -Beam Attachment Requirements. (2) Yz' diameter through -bolts single 3" or 4- with washers nominal or double ` 2' nominal beam i2" 55" beam must bear fully on notched 6x6�i 6x6 min. i q i 1001 i 1 1 Typical Post At Splice [11991484 • Figure 8B. Alternate Approved Post -to -Beam Post Cap Attachment Figure 9. Prohibited Post -to -Beam Attachment Condition. Figure 10. Diagonal Bracing. d M Note- Support of beams wf fasteners only is prohibited. aeanngisrequired. See Figure &A. DIAGONAL BRACING PARALLEL TO BEAM Note: Diagonal Bracing is prohibited on center posts. American Wood Council SHEET # R-05 lag screw with washers, typical DIAGONAL BRACING PARALLEL TO BEAM Note: Diagonal Bracing is prohibited on center posts. American Wood Council SHEET # R-05 RIM JOIST REQUIREMENTS Attach a continuous rim joist to the ends of joists as shown in Figure 11. Attach decking to the rim joist as shown in Figure 11. For more decking attachment requirements, see DECKING REQUIREMENTS. ure 11. Rim Joist Connection Details. joists a FOOTINGS IR4031 rim joist See Figure 12 and Table 4 for footing size, footing thickness, and post attachment options and requirements. All footings shall bear on undisturbed soil at least 12 inches below the undisturbed ground surface or below the frost line, whichever is deeper. Contact the authority having jurisdiction to determine the specified frost line. Bearing conditions shall be verified in the field by the building official prior to placement of concrete. Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, the allowable bearing secure decking to top of rim joist with 10d threaded nails or #10 x 3" minimum wood screws @ 6" o.c. attach m joist to end of each joist with (3) 10 threaded nails or (3) #10 x 3" minimum wood screws cap4ity shall be determined by a soils investigation. DECK FOOTINGS CLOSER THAN 5'-0" TO AN EXTIERIOR HOUSE FOUNDATION WALL MUST BEAR AT THE SAME ELEVATION AS THE FOOTING OF THE HOUSE FOUNDATION. Do d t construct footings over septic systems or leach field , utility lines, or enclosed meters. Contact local utili fes (caU 811) before digging Pre- anufactured post anchors shall be galvanized or st"ess steel. See MINIMUM REQUIREMENTS. American Wood 12 PRESCRIP71VE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE Table 4. Post Height for 6x65 and Footing Sizes for all Posts. JC Post Heights' Footing Sizesz C C I E g iL oQ aU. 0 00 IL O = i` SO 8 510' 14' 14' 14' 14' 1 14' 1$' 16"A16" 7" 6' 514' 14' 14' 14' 14' 14' 21" 18'X18" 8" 1 50 1 T 4' 1 14 14' 1' 21—"-L--0.1 8' TIP 518' 14' 13' 11' 12' 8' 27" 24'X24" 11" <_10' 14' 14 14' 14' 12' 23" 20'X20" 9" 10' S14' 14' 13' 11' 13' 8' 27' 24'X24" 11" 518' 12' 11' 8' 11' 2' 31" 27'X27" 13" 510' 14' 14' 12' 14' 10' 25" 22'X22" 10" 12' 514' 13' 12' 9 11' 5 1 30" 26'X26" 13" 518' 11' 9' 6' 9' 2' 34" 30'X30" 15" 510' 14' 13' 11' 13' 8' 1 27" 24'X24" 11" 14' 514' 11' 10' T 10' 2' 32" 29'X29" 14" 518' 9' 8' 2' 8' NP 37" 33'X33" 16" 510' 13' 12' 10' 12' 6' 29" 26'X26" 12" 16' 514' 10' 9' 5' 9' 2' 35" 31'X31 " 15" $18' 7' 5' 2' 7' NP 40" 35'X35" 18" 510' 12' 11' 8' 11' 2' 31" 27'X27" 13" 18' S14' 9' 8' 2' 8' NP 37" 33163" 16" 518' 1 5' 2' 2' 6' NP 42" 37'X37" I 19" I. Assumes 40 psf live load, 1 o pst deaa load, Lr✓a ana L,14 overnanye, 1--Y ---- conditions. o y a-oconditions. 2. Assumes 1,500 psf scii bearing capacity and 150 pcf concrete. Value may be multiplied by 0.9 for caner posts. 3, incising assumed for Douglas Fir -larch, Hem -Fir, and Spruce -Pine -Fir. 4. Assumes 2,500 psi compressive strength of concrete. Coordinate footing thickness with post base and anchor requirements. 5. 8x8 nominal posts may be substituted anywhere in Table 4 to a maximum height of 14'. American Wood Council �z alO CnUUOW� L— ri W o" U Wz� �wQ Opl� Wao".¢ w� �O w SHEET # R-06 ure 12. Typical Footi posts must be centered on footing pre -manufactured post base about 1� 12„ with post anchor Cut ends of p shall be field with an apprc preservative as copper naphthenate) 12" min. ° ' �4 ° depth perTable4 �—� per Table 4 footings must bear on undisturbed soil 12" die conc. per ° • Table I-- f LEDGER ATTACHMENT REOUIREMENTS IR5071 GENERAL: Attach the ledger board, which shall be equal to or greater than the deck joist depth but less than or equal to the house band or rim joist depth, to the house in accordance with Figures 14 and 15. The ledger shall be a minimum nominal 2x8. Vdlren attachments are made to the house band joist, the band joist shall be capable of supporting the new deck_ If this cannot be verified or conditions at the house differ from the details herein, then either a non -ledger deck or full plan submission is required. See NON -LEDGER DECKS. SIDING AND FLASHING: House siding or the exterior finish system must be removed prior to installation of the ledger board .Approved corrosion resistant flashing is required at any ledger board connection to a wall of wood framed construction (see MINIMUM REQUIREMENTS), See Figure 14 for continuous flashing with drip edge. The threshold shall be carefully flashed and caulked to prevent water intrusion due to splash from the deck or melting snow and ice. MANUFACTURED WOOD I -JOIST: The term"I- Joisr' denotes manufactured wood "I•' joists (see Figure Y2" diameter rod 4" min. 6" °. per Table 4 -- gravel :�� T14 6 per Table 4 4" 13 ). Many new homes constructed with wood I joists include 1" or thicker laminated veneer lumber (LVLas bandjoists (or rim joists) that can support the attachment of I deck (see Figure 14). However, some older homes nri be constnrcted with band boards that are too thin (lethan 1") to support a deck. In such cases, a non le der deck or a full plan submission is required. M NUFACTURED WOOD TRUSS: A metal plate co ected wood truss (MPCWT) is an engineered, pre abricated structural component designed for each spe ific application. MPCWT's used in residential floors are often installed with a 2x4 lumber "ribbon" at the encl� of the trusses (see Figure 1313) to tie the ends of the t es together. The ribbon board, by itself, is not intended to support the deck ledger and deck. Installing resrential decks when the floor system for the house use =CWT requires a standard detail provided by the t designer, a rron-ledger deck or a hill plan sub4dssion. Refer to the Technical Note—.41tachnrew oI American Wood rd Truss Floor System for special blocking details attachment requirements (www.sbc industry. com). 14 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE Figure 13A. Wood I -Joist Profile. Figure 13B. Metal Plate Connected (MPC) Wood Floor Trusses with a 20 Lumber "Ribbon" at the Ends of the Trusses. 2x4 RIBBON BOARD - not intended for MPC FLOOR TRUSSES FOUNDATION WALL Figure 14. General Attachment of Ledger Board to Band Joist or Rim Joist. 1-5/8" min remove siding at ledger exterior sheathing ---- or solid masonry' prior to installation existing stud wall 1/2" diameter threshold carefully flashed and approved expansion, 1/2" diameter lag caulked to prevent water intrusion 2x floor joist, anchors with washers ledger and joist flush on top existing 2x band joist anchor locations for new construction _ continuous flashing or 1" minimum than or equal to the size of the joist extending past joist EWP rim joist or MPCWT -- _ ._., __ hanger 2" min. 4 -joist hanger deck joist Figure 15. Attachment of Ledger Board to Foundation Wall (Concrete or Solid Masonry). embed anchors per manufacturer recommendations — to resist corrosion and decay, this area should be caulked 1-5/8" min existing concrete or solid masonry' 5" max. 2" min. 1/2" diameter approved expansion, 1/2" diameter lag ; • epoxy, or adhesive 2x floor joist, anchors with washers concrete at � joist hanger anchor locations for new construction screws or wood 1 -joist, than or equal to the size of the joist through -bolts with or MPCWT -- washers 4 -joist hanger existing 2x ledger board; must be greater wall than or equal to the depth of the deck joist and no greater than the depth of the house band or rim joist Figure 15. Attachment of Ledger Board to Foundation Wall (Concrete or Solid Masonry). embed anchors per manufacturer recommendations — to resist corrosion and decay, this area should be caulked American Wood Council SHEET # R-07 �' --- deck joist existing concrete or solid masonry' wall 1/2" diameter approved expansion, "Note: Blocks tilted ; • epoxy, or adhesive with grout anchors with washers concrete at � joist hanger anchor locations for new construction • 2x ledger board; must be greater than or equal to the size of the joist American Wood Council SHEET # R-07 PROHIBITED LEDGER ATTACHMENTS Attachments to exterior veneers (brick., masonry. stone), hollow masonry; and to cantilevered floor overhangs or bay windows are prohibited (see Figures 17 and 18). In such cases, the non ledger deck is required (See NON - LEDGER DECKS). Figure 17. No Attachment to or Through Exterior Veneers (Brick, Masonry, Stone). Figure 18, No Attachment to House Overhang with Ledger. LEDGER BOARD FASTENERS lumber band joist (1-'>12" actual) or LVL rim joist bearing Only those fasteners noted below are permitted. LEAD on a sill plate or wall plate shall be constructed with 1/2" ANCHORS ARE PROHIBITED. lag screws or bolts with washers per Table 5 and Figure 19 (see MINIMUM REQUIREMENTS). Deck ledger connection to band joist or rim joist. The connection between a deck ledger and a2 -inch nominal Table 5. Fastener Spacing for a Southern Pine, Dougl s Fir -Larch, or Hem -Fir Deck Ledger or Band or Rim Joist and a 2 -inch Nominal Solid -Sawn pruce-Pine-Fir Band Joist or LVL Rim Joist. (Deck live Load = 40 psf, Deck Dead Load = 10 s Joists an Rim Joist 6'-0" 6'-1" 8'-1" 10'-1" 12'-1" 14'-1" 16--1" or and to to to to to to Band Joist less 8'4" 10'-0" 12'-0" 14'-0 16%0 Connection Details n -Center SpacinG of Fasteners 1" LVL 24" 18" 14'" 12" 10" 9" 8" W'diameter lag screw' with 1-1/e" LVL 28 21" 14" 12" 10" 5' 15/32" maximum sheathing 1-'/z" Lumber 30, 23" 18" 15" 13" ill, 10" '/z' diameter bolt with 1" LVL 24" 18" 12" 10" 9" 81' 1-'/e" LVL 28" 21" 16 14" 12" 10" 9" 15/32" maximum sheathing 1-1/2" Lumber 1 36" 11 36" 34" 29" L 24. 21" 19" '/z' diameter bolt with 15h2" maximum sheathing and 1-1/2" Lumber 36' 36" 29" 24" 211, 18" 16" /z" stacked w ashers2' 1. The lip of the lag screw shall fully extend beyond the inside lace of the b hd o rim joist. 2. The maximum gap between the face of the ledger board and face of the , II sheathing shall be ? :". 3. Ledgers shall be flashed or caulked to prevent water from contacting the lj�ause bandjoi st (see Figures 14 and 15). 4. Lag screws and bolts shall be staggered per Figure 19. 5. Deck ledgers shall be minimum 2x8 pressure-preservafive-treated No:2 ghj de lumber, or other approved materials as established by standard engineering practice. 6. when solid sawn pressure -preservative -treated deck ledgers are attached engineered wood products (rninimwm 1"thick wood structural panel bandj oist or structural composite lumber including laminated veneer lum per); the ledger attachment shall be designed in accordance with accepted engineering practice. Tabulated values based on 300 lbs and 350 Ibs for 1 " and 1-1/8" LVL rim joist. respectively. 7. Wood stuctural panel sheathing, gypsum board sheathing, or foam sheatl��ng shall be permitted between the band or rim joist andledger, Stacked washers are permitted in combination with wood structural panel sheathin but are not permitted in combination with gypsum board or foarn sheathing. The maximum distance between the face of the ledger board d the face of lite band joist shall be I". 8. Fastener spacing also applies to Southern Pine. Douglas Fir -Larch, and Hd •F5r band or rim joists. American wo��d Council 16 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE Placement of lag screws or bolts In deck ledgers The lag screws or bolts shall be placed as shown in Figure 19. The lag screws or bolts shall be staggered from the top to the bot cnn along the horizontal nut of the deck ledger (see Figure 19). Proper installation of lag screws or bolts shall be verified by the authority having jurisdiction. Figure 19 Ledger Board Fastener Spacing and Clearances. See Table 5 N ' Cl) 5" max. i 2 min. �_ lag screw, through -bolt, or ledger ------ anchor with washer Throuell-Bolls Through -bolts shall have a diameter of IW'. Pilot holes for through -bolts shall be "132" to R/te° in diameter. Through -bolts require washers at the bolt head and nut Fa-pra"sion rand Adhesive :Anchors Use approved expansion or adhesive anchors when attaching a ledger board to a concrete or solid masonry wall as shown in Figure 15. Expansion and adhesive anchor bolts shall have a diameter of W'. Minimum spacing and embedment length shall be per the —stagger fasteners m 2 rows See Figure 14 for rim s joist fastener spacing 5.5"' min. for 2x8 'Distance can be reduced to 4.5' 6.5' min. for 2x10 if lag screws are used or bolt 7.5" min. for 2x12 spacing is reduced to that of lag screws to attach 2x8 de ledgers to 2x8 band joists (1/2" 314" min, stacked washers not permitted) manufacturer's recommendations. All anchors must have washers. Lae Screws Lag screws shall have a diameter of 5'2" (see MINIMUM REQUIREMENTS). Lag screws may be used only when the field conditions conform to those shown in Figure 14. See Figure 20 for lag screw length and shank requirements. All lag screws shall be installed with washers. Figure 20 Lag Screw Requirements. s Flag screws must be hat - dipped galvanized or de stainless steel only MM screw must penetrate beyond band board 1-112" shank 1 length must extend through a minimum of 1/2" '(no thread )w existing band board Lag screw installation requirements: Each lag screw shall have pilot holes drilled as follows: 1) Drill a'fz" diameter hole in the ledger board. 2) Drill a 5/,6" diameter hole into the band board of the house. DO NOT DRILL A h" DIAMETER HOLE INTO THE BAND JOIST. The threaded portion of the lag screw shall be inserted into the pilot hole by turning: DO NOT DRIVE LAG SCREWS WITH AHAMMER, Use soap or a wood - compatible lubricant as required to facilitate tightening. Each lag screw- shall be thoroughly tightened (snug but not over -tightened to avoid wood damage). American Wood Cotuncil SHEET # R-08 NON -LEDGER DECKS- FOR RESISTING FOO" (NGS SHALL. BE PLACED AT THE SAME VERTICAL LOADS ELEVATION AS THE HOUSE FOOTING IF LOC MD CLOSER THAN 5'.0" TO A HOUSE Non -ledger decks use the house for resisting lateral loads WALL (see Figure: 2 and Figure 12). For houses with but do not utilize the exterior wall of the house to base ents, a cylindrical footing (caisson) is ad l support vertical loads (see Figure 21). Rather than recon eats, minimize required excavation at the supporting the deck on a ledger, an additional beam with asenPent bbaser wall. Beam size is determined by Table 3. posts is provided at or within the lesser of Lo or L/4 of dger decks shall be attached to the house per the house. THE ASSOCIATED DECK POST Table 5 and Figures 22 or 23 for lateral loads. Figure 21. Non -Ledger Deck - For Resisting Vertical Loads. blocking between .. overhanging joists � nm pest at beam bearing li ioverhang existing house foundation wall posts ' I same footings must beat pow same elevation as joists existing house footing install diagonals if located closer than per Figure 10 5'-0' to hoose wall Note: Tension device not own. See provision for deck fate al forces. DECK LATERAL LOADS For nk�n-ledger decks, blocking or framing angles can be Dee shall be positively used i i lieu of joist hangers and shall be provided on fracture [R507.11. The lateral each, ide of each joist. Blocking shall be installed with e permitted to be in 5-1od threaded nails into the rim joist or the framing or permitted for ledger and non- angle hall have a lateral capacity of 600 lb. Flashing nsion devices shall n over t ie rim joist is required and must be installed in o locations within two feet of acro' ante with the flashing provisions in the LEDGER ATT. �CI-IMENT REQUIREMENTS. Attachment to House: De anchored to the primary s connection required shall b accordance with Figure 22' ledger decks. Hold-down to provided in not less than tw the edge of the deck, and shall have an allowable stress design capacity of not less than 1,500 Ib [R507.2.41. The wall must be sheathed with minimum 3/s" wood structural panel sheathing. Use lag screws or through - bolts when fastening to a band joist; use expansion anchors or epoxy anchors when fastening to concrete or masonry. DO NOT ATTACH TO BRICK VENEERS. VERIFY THIS CONDITION IN THE FIELD PRIOR TO UTILIZING THIS METHOD. Fasteners shall penetrate beyond the house band board and be installed per Table 5. rr r r r c Figure 22. Lateral Load Device with Floor Joists Parallel to Deck Joists. -. s1-_ floor sheathing nailing at 6" maximum on center to joist with hold down solid sawn floor joist 36" min. attach to Hoist wl a minimum of (19) 8d nails minimum 2x6 x 36" attached to joist web w/ (16) 10d nails and clinch 1 -joist fasteners per Table 5 hold-down or similar tension device sloped up to 1:12 KA away from the house I deck joist r r beam & post I for non -ledger joist hanger �decks (for non -ledger decks, blocking or framing angle) fasteners per Table 5 hold-down or similar tension device deck foist sloped up to 1:12 I 1 away from the house beam & post joist hanger �1, for non -ledger (for non -ledger decks, decks blocking or framing angle) Figure 23. Lateral Load Device with Floor Joists Perpendicular to Deck Joists. threaded rod, may be sloped up to 1:12 6 ft. min. away from the house Imo— extent of blocking attach blocking to deck w/ 10d nails at 4^ o.c. staggered minimum 1 1 thick ---' floor joist —J blocking. Blocks must (1 -joist or joist hanger fill bay and fit snugly solid joist) (for non -ledger deck. blocking, or framing angle) fasteners per Table 5 hold-down or similar tensfok device deck joist I beam &post for non -ledger dads SHEET # American Wood Counjkil American wood Council R-09 GUARD REQUIREMENTS construction when approved by the authority having All decks greater than 30" above grade are required to jurisfiction. have a guard IR312.11 - one example is shown in Figure 24. Other methods and materials may be used for guard Fiaure 24. Example Guard Detail. 4x4 post, typical DO NOT NOTCH 6'-0" maximum spacing 2 2x6 — (3 wi h baluster, typical or 514 board rail cap: attach to and post with #12 by 3" long screws or (3) 16dtthreaded nails 0.1%- nominal diameter i shown in Figure 26 (between joists) guard posts may be , requirements if blocking is installed as shown below located on either side ; i 2x4 top and bottom; minimum at fast interior bay, attach to guard post with guard post with hold-down nchors; attach blocking with 10d threaded nails to (2)68 threaded Waifs (2)112" dia, through- outside joist bolts and washers 'V (2Hl8 wood screws 22 2- temate attachment o o down 2" min. _ ®® anchors t) long on inside face 2-1/2" min. and W max. possible ® ® — minimum nominal W 11 -- e ® rim or outside joist (2)112" diameter openings shall not allow attach with ( balusters at top and bottom )#S wood screw or (2)8d through -bolts and washers the passage of a 4" post- eme threaded nails with diameter sphere 0.1 nodiameter GUARD POST ATTACHMENTS FOR REQUIRED Fig e 25. Guard posts for required guards that nun GUARDS perp .ndicular to the deck joists shall be attached to the Deck guard posts for required guards shad be a rim joist in accordance with Figure 26. Only hold-down Deck u a 4x4 (nominal) with an adjusted bending anchor models meeting these minimum requirements shall be used Hold-down anchors shall have a minimum design value not less than 1,100 psi. Joists and rim joists Allo able tension load of 1,800 pounds for a 36" to which guard posts are attached shall be a minimum of max mum guard height and be installed in accordance 2x8 (nominal). with the manufacturer's instructions. Guard posts for required guards which run parallel to the deck joists shall be attached to the outside joist per Figure 25. Guard Post to Outside -Joist Example. -11 — riser may be open, but see FIGURE 24 for guard `guard posts can be installed as _-___._-_. ..--_-_-_._- ---- component attachment shown in Figure 26 (between joists) guard posts may be , requirements if blocking is installed as shown below located on either side ; within 12" of each side of the post of the outside -joist at fast interior bay, provide 2x blocking at guard pasts - guard post with hold-down nchors; attach blocking with 10d threaded nails to and bottom, each side (2)112" dia, through- outside joist bolts and washers min.. 2x8 (nom.) temate attachment o o down 2" min. _ ®® anchors t) framing members 2-1/2" min. and W max. possible r manufacturer's 2" min. instrucdo Is_ _ . __. 11 -- guard post` outsidejoist SECTION PLAN VIEW min. 2x8 (nom.) shall not deviate from one American Wood Council another by more than 316" r KC1111111 Figure 26. Guard Post to Rim Joist Example. Alternate attachment of hold-down f anchors to framing members— + are possible per manufacturer's instructions. see FIGURE 24 for guard component attachment requirements guard post rim joist min. 2x8 (nom.) hold-down anchor —� joist --� minimum (2)112"— diameter through - bolts and washers SECTION 2" min. 2-1/2" min. and 5" max. 2" min. at joist location between joists PLAN VIEWS hold-down anchor ---- joists j guard post -align guard I post at joist locations rim joist —rim joist min. 2x8 (nom.) min. 2x8 (nom.) '— hold-down anchor` STAIR REQUIREMENTS Figure 27. Tread and Riser Detail. Stairs, stair stringers, and stair guards shall meet the requirements shown in Figure 27 through Figure 34 and Table 6 except where amended by the local jurisdiction. All stringers shall be a minimum of 2x12. Stair stringers shall not span more than the dimensions shown in Figure 28. If the stringer span exceeds these dimensions, then a 4x4 post may be provided to support the stringer and shorten its span length. The 4x4 post shall be notched and bolted to the stringer with (2) 'fa" diameter through - bolts with washers per Figure 8A. The post shall be centered on a 12" diameter or 10" square, 6" thick footing. The footing shall be constructed as shown in Figure 34 and attached to the post as shown in Figure 12. An intermediate landing may also be provided to shorten the stringer span (see provisions below). If the total vertical height of a stairway exceeds IT -0", then an intermediate landing shall be required. All intermediate stair landings must be designed and constructed as a non -ledger deck using the details in this document. Stairs shall be a minimum of 36" in width as shown in Figure 33 tR311.71. If only cut stringers are used, a minimum of three are required. For stairs greater than 36" in width, a combination of cut and solid stringers can be used, but shall be placed at a maximum spacing of 18" on center (see Figure 29). The width of each landing shall not be less than the width of the stairway served. Every rectangular landing shall have a minimum dimension of 36" measured in the direction of travel and no less than the width of the stairway served [R311.7]. American Wood Council SHEET # R-10 — riser may be open, but shall not allow the passage of a 4" diameter sphere 10" minimum tread width 7-314" maximum riser; height shah . -- risers: 1x material', minimum not deviate from one another by more than 318" - treads: see Figure 29 and Table 6 11 -- 3/4' - 1-1/4" nosing: nosing shall not deviate from one another by more than 316" American Wood Council SHEET # R-10 Figure 28. Stair Stringer Requirements. max. span= la -a SOLID STRINGER Figure 30. Stair Guard Requirements. stair guard is required for stairs with a total rise of 30" or more; see GUARD REQUIREMENTS for more information stair guard height: 34" min. measurec from nosing of stel Openings for required gu sides of stair treads shall not allow a sphere 4-3/8" to pass through. not permit the passage of a 6" diameter sphere. ure 29. Tread Connection Requirements Attachment per tread at each stringer or tedger I2x_ or 514 treads - (2)8d threaded nails or (2)#8 screws 22-1rr longi 3x treads - (2)16d threaded nails or (2)#8 screws 23-12" long stringer - treads 2x or 514 board treads: see Table 6 Tj 18" max lyi 18" max 3& max-.—' 2x4 ledgers each side, full depth of tread attach with (4)1Qd threaded -stringers- nails or (4)#8 wood screws 23" long CUT STRINGER SOLID STRINGER �igure 31. Stair Stringer Attachment Detail. rim joist or - outside joist I sloped joist hanger, j minimum vertical capacity of 625 lbs; see JOIST HANGERS for more requirements American Wood ATTACHMENT WITH HANGERS Table 6. Minimum Tread Size for Cut and Solid Species Cut Solid P Strinnwr Stringer Southern Pine 25(4 or 514 2)(8 Douglas Fir Larch, I Hem -Fr. SPF-' 2x4 or 5/4 2x8 or 3x4 Ponderosa Pine,3 Red Pine' 2x4 or 5141 arlu or ax 1. Assumes 3Q0Ib concentrated load, U288 deflection limit, No. . stress grade, and wet service condition s 2 Incising assumed for Douglas Fir -Larch. Hem -Fir, and Spruce - Pine -Fir 3. Design values based on northern species with no incising assumed. ci l 72 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE ttTAIR HANDRAIL REQUIREMENTS All stairs with 4 or more risers shall have a handrail on pt least one side (see Figure 32A) [R311.7.3]. The handrail height measured vertically from the sloped plane adjoining the tread nosing shall be not less than 34 inches and not more than 38 inches (see Figure 30) [K311.7.8.1 ]. Handrails shall be graspable and shall be composed of decay -resistant andfor corrosion resistant tttaterial. Handrails shall be Type I. Type ill or provide equivalent graspability (see Figure 32B). Type I shall }lave a perimeter dimension of at least 4" and not greater Iltan 6-1/4". Type II rails with a perimeter greater than 6-'/4" shall provide a graspable finger recess area on both sides of the profile [R311.7.8.3]. All shapes shall have a smooth surface with no sharp corners. Handrails shall ntn continuously from a point directly over the lowest rider to a point directly over the highest riser and shall return to the guard at each end (see Figure 33). Handrails may be interrupted by guard posts at alum in the stair [R311.7.8.2]. Figure 32A Handrail Mounting Examples. Fastm hair diads par rarft— Www faGtaMrlaadatior�s. t . min Sp ... -- 14 1 t,' min. 2X tuodcm9 - %'- C 34`-,W to oOs-V of stairs, lypral was ._.._.. `axros'oa-resistant 9aard twdraa trwdware Wst MOUNTED TO GUARD MOUNTED TO WALL Figure 32B. Handrail Grip Size. 2, 3" 141-- 1" - 2" x 2i4' max. c X i o h. E te" r min. - 0 A. E NONCIRCULAR CIRCULAR RECESSED [R311.7.7.3 Type Il [R311.7.7.3 Type III Perimeter: 4" - 64" Perimeter. >6�" 1 �• STAIR FOOTING_ REQUIREMENTS IR403 Where the stairway meets grade, attach the stringers to the stair guard posts as shown in Figure 34. Posts shall bear on footings. All footings shall bear on solid ground and shall be placed at least 12 inches below the undisturbed ground surface or below the frost line, whichever is deeper (see Figure 34). Stringers shall bear on a 2x4 bearing block attached to the post as shown. Stringers shall not bear on new or existing concrete pads or patios that are not founded below this depth. When guards are not required (see GUARD REQUIREMENTS), posts may terminate below the bottorn tread elevation. Bolts are only required if a guard post is required. STAIR LIGHTING REOUIRFMRNTS IR303.71 Stairways shall have a light source located at the top landing such that all stairs and landings are illuminated. The light switch shall be operated from inside the house. However, motion detected or timed switches are acceptable. Figure 33. Miscellaneous Stair Requirements. r a 05 E m O m a c _ i c handrail - m handrail shall return at each end �36" min. slatrwtdttt� '� II Figure 34. Stair Footing Detail. cut post at bottom tread — (2)'W diameter through -bolls elevation when no stair with washers required only guard is required if guard is required; otherwise use (2) #8 wood screws 23-1/.` --1 long or (2) 16d threaded nails 11 f Pi Attach 2x4 bearing block using stair o (e) #8 wood screws 413.1/V long stringer o ,(a) 16d threaded nails I E 4x4 E post E 6. . —6" ` frost depth 10"x10" square or — 12' dia. footing American Wood Council SHEET # R-11 FRANIING AT CHIMNEY OR BAY WINDOW A11 members at a chimney or bay window shall be framed in accordance with Figure 35. Headers may span a maximum of 6'-0". When a chimney or bay window is wider than 6-0", one or more 6x6 posts may be added to reduce header spans to less than 6-0". In such cases, the post footing must meet the requirements in the FOOTINGS section. Headers shall be located no more than Y-0" from the end of the trimmer joist. Triple trimmer joists are required on each side of the header if joist spacing is 12" or 16" ox. or if the trimmer joist span exceeds 8'-6'; otherwise, double trimmer joists are permitted. Trimmer joists may bear on the beam and extend past the beam centerline up to the lesser of Lo or L/4 as shown in Figures I A and 2, or the trimmer j oist may attach to the side of the beam with joist hangers as shown in Figure 1B. Joist hangers shall each have a minimum vertical capacity in accordance with Table 7. Bolts, screws, or lag screws used to attach the hanger to the ledger shall fully extend through the ledger into the 2 -inch nominal lumber band joist (1-'11? actual) or LVL rim joist. Otherwise a non -ledger deck is required. Table 7. Trimmer Joist Hanger Vertical Capacity. Joist Size I Minimum Capacity, lbs Figure 35. Detail for Framing Around a Chimney or B* Window. a = T-0" maximum triple joist hanger, t) 6'-0" maximum (Table 7) ` chimney or bay window i I Lenin triple trimmer --1 �-double joist double header joist each side' hanger, typical 'Trimmer joist may be double if joists are spaced 24" o.c. or if trimmer length is 8'-6" or less PLAN VIEW Am eri can 2x6 1 81U 2x8 1 1155 decking may extend 6" maximum chimney o � yw k ®mrm- r.- Bolts, screws, or lag 0 ��screws shall fully extend into band joist or rim board (2)'/:" diameter through -bolt _....__ or lag screws at ledger" 'See Figure 19 for fastener spacing, edge, and end distances SECTION Council 24 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE REFERENCES 2015 International Residential Code (IRC), International Code Comrcil (ICC), Washington, DC, 2015. ANS114SME Standard B 18.2.1-2010, Square, Hex, Heavy Hex, and Askew Head Bolts and Hex, Heavy Hex, Hex Flange, Lobed 17ead, and Lag Screws (Inch Series), American Society of Mechanical Engineers, New York, NY, 2010. ANS11ASME Standard BI8.6.1-1981 (Reaffirmed 1997), Wood Screws (Inch Series), American Society of Mechanical Engineers, New York, NY, 1982. ASTMA 123-17, Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products, ASTM, West Conshohocken, PA 2017. AST,Vf Standard A 153-16a, Standard Specif cation for Zinc Coating (Hot -Dip) on Iron and Steel Hardware, ASTM, West Conshohocken, PA 2016. ASTMA 653-17, Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process, ASTM. West Conshohocken, PA 2017. ASTAI Standard B 695-04, Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel, ASTM, West Conshohocken, PA 2016. AST -11 F 1667-17, Standard Spectf cation for Driven Fasteners: Nails, Spikes, and Staples, ASTM, West Conshohocken, PA 2017. Attachment of Residential Deck Ledger to 1fetal Plate Connected [Vood Truss Floor System, Structural Building Components Association (SBCA), www.sbcindtistiy.com. 2015. AWPA Book of Standards, American Wood Protection Association, Birmingham, AL, 2017. Policy,for Evaluation of Recommended Spans for Span Rated Decking Products, American Lumber Standard Committee, Germantown, MD 2004. ' ��" , o Kul01 AMERICAN WOOD 1742 INTERNATIONAL COUNCIL rKC'IS"V CODE COUNCIL It is intended that this document be used in conjunction with competent design, accurate fabrication, and adequate supervision of construction. While every effort has been made to insure the accuracy of the information presented, the American Wood Council and its members do not assume responsibility for errors or omissions in the document, nor for designs, plans, or construction prepared from it. Those using this document assume all liability arising from its use. Copyright © 2007, 2009, 2010, 2014, 2015, 2018 American Wood Council American Wood Council 04-18 SHEET # R-12 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: AC/C..IP, 00GZi Revision to Issued Permit OR Corrections to Comments Date: //jl/°zir Project Address: /f / P'PPv44 L% n Contractor/Contact Name: n1�✓7/) //4-ti 5L£ Y P' !/O /? tG' ((>4-7 n Contact Phone: 7-yo2 j/ • Email: Gt/'PA 77-11- C I lc>/4-rl4S7--; N�7-- Description Description of Proposed Revision/Corrections: "1-v aL'e-`) .v 24•0.c J t,,). kj-- 4,7--/i c`-7 /ok, I O4"h wes4s21 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • 'll proposed revision/corrections add additional square footage to original submittal? JAN 13 2020 No ❑ Yes (additional s.f.to be added: ) Building Department • 'II proposed revision/corrections add additional increa v n building value to original submittal? - tic Beach, FL No ❑*Yes (additional increase in building val ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: "�� , :-•-• _ (Office Use Only) 1 Approved Denied Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments D nt Review Required: Building 'Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 JUbb66.1 ;JUL) • JL&bPlLt,'! J:JS woo Iieua6©xalJdMp • woo.xelidM • 0800-866 (1706) xed • 0000-866 (1706) 5ZZZ8 � `a��inuos�oep • 5 L G 8 alms oriueii y L 566 � ?fj 1 'frill ?1111711/ 40 7q14 j pj. 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The Flyer •House2Home• Home&Decor Ideas•Prestigious Living • Big Extra Total Loyalty Solutions •One Brand •Valassis Local Market Services PO BOX 829729 PHILADELPHIA, PA 19182-9729 CUSTOMER ACCT#: 239454 STATEMENT DATE: 12/29/2019 - TO VIEW AND PAY ONLINE,GO TO: http://clipper.billtrust.com USE THIS ENROLLMENT TOKEN: HKB DZS RZV BILL TO: 273 1 AB 0.412 E0273X 10277 05686548903 S2 P7020205 0001:0001 11II1111111111+1II11IIIIIIIIIIII'I111111'II1III1II"I"I'IIIIII ***CUSTOMER STATEMENT*** ` DAVID WESLEY'S PATIO ROOMS F ATTN: DAVID WESLEY Call (866) 509-0021 for account inquiry F ATTN: DAVID WESLEY 2507 CORTEZ RD JACKSONVILLE FL 32246-2311 SERVICE TRANS INVOICE DATE INVOICE # TYPE DATE AMOUNT PMT AMOUNT PMT METHOD BALANCE 11/04/2019 109100739 INV 11/04/2019 $3,012.00 $0.00 PMT 12/19/2019 $ (3,012.00) CC Visa 4047 109125492 INV 12/02/2019 $3,012.00 $3,012.00 12/02/2019 109140529 INV 12/26/2019 $1,712.00 $1,712.00 12/26/2019 ENDING NET BALANCE: $4,724.00 We Value and Appreciate Your Business 0001:0001 Page 1 of 1 COCARD 210 25TH AVE N.#508 NASHVILLE,TN 37203 YOUR CARD PROCESSING STATEMENT 30911 1 AB 0.409 Page 1 of 4 THIS IS NOTA BILL 030911/000001/877316/A3STMT1MDG001/30911/0000/191015 136 01 000000 DAVID WESLEY'S PATIO ROOMS, IN Statement Period 12/01/19- 12/31/19 9951 ATLANTIC BLVD STE 317-5 Merchant Number 5434 6905 0103423 JACKSONVILLE FL 32225-6593 Customer Service 1-904-384-4601 111111111111111111111+11111'111111....1.1.11111.11.111.11111111 Location: WESLEY'S PATIO ROOMS 9951 ATLANTIC BLVD.#317-5 JACKSONVILLE FL 32225-6593 Page 4 Amount Submitted 0.00 Page 4 Third Party Transactions 0.00 Page 4 Adjustments/Chargebacks 0.00 Page 4 Fees Charged -$9.00 Total Amount Funded to Your Bank -$9.00 See page 2 for Key Definition of Terms (Amount Submitted-Third Party)+Adjustments+ Chargebacks+ Fees Charged =Amount Funded IMPORTANT INFORMATION ABOUT YOUR ACCOUNT !ATTENTION! EFFECTIVE WITH YOUR FEBRUARY 2020 STATEMENT, THE MASTERCARD IMAGE FEE WILL INCREASE FROM$0.012 PER ITEM TO$0.015 PER ITEM.THIS FEE IS FOR THE FILE THAT MASTERCARD SENDS REPORTING WHICH MERCHANTS ARE EXPERIENCING A PROCESSING INTEGRITY FEE. THIS FEE IS IN CORRELATION TO THE AUTHORIZATION AND PRE-AUTHORIZATION STANDARDS SET BY MASTERCARD. THIS FEE WILL APPEAR ON YOUR STATEMENT IDENTIFIED AS PS INTG IMGFEE. CONTINUING YOUR MERCHANT ACCOUNT WITH US OR USE OF YOUR MERCHANT ACCOUNT AFTER 30 DAYS WILL REPRESENT YOUR ACCEPTANCE TO THESE TERMS. 210 25TH AVE N.#508,NASHVILLE,TN 37203 nnnnnn 01 02 030911 095508P Page 2 of 4 Key Card Processing Terms in Plain Language Total Amount You Submitted -The total dollar amount of Interchange Charges -These are the variable fees charged card transactions submitted and processed during the by Card Organizations for processing transactions. Factors that Statement Period. affect Interchange Charges include card type, information contained in the transaction, and how/when the transaction Third-Party Transactions -These are transactions that are was processed. passed directly to third party service providers for processing and/or funding. Total Amount Funded to Your Bank -The total dollar amount of credited/paid to your account during the Statement Chargebacks -Those transactions that are challenged or Period. disputed by a cardholder or card-issuing bank.A Chargeback equals the transaction amount that is disputed by the cardholder Merchant Number -The unique account number assigned to or card-issuing bank. every merchant and merchant location.You'll find it at the top of your statement. Adjustments -The amounts credited to,or deducted from, your account to resolve processing and billing discrepancies. Fees Charged -Total processing fees calculated and charged to your bank account for the statement month. 210 25TH AVE N.#508,NASHVILLE,TN 37203 n n n n n n 01 02 030911 095508P YOUR CARD PROCESSING STATEMENT Merchant Number 5434 6905 0103423 Page 3 of 4 Customer Service 1-904-384-4601 Statement Period 12/01/19- 12/31/19 (T,-,tri, :,.dr `. Y '_;i i itted - Iv('.�, . I:i , -,'till .il.ik)Illltt,—, Total Gross Sales You Submitted Refunds Total Amount You Submitted Average Card Type Ticket Items Amount Items Amount Amount No Products for this Statement Period Total 0 0.00 0 0.00 0.00 (Amount Submitted-Third Party)+Au)ustntents - Ctlargeuacks *I ees L.harged=Amount Funded Date Batch Subnitted Third Party Adjustments! Fees Funded i Submitted Number Amount Transactions Chargebacks Charged Amount! Month End Charge 0.00 0.00 0.00 -$9.00 -$9.00 Total 0.00 0.00 0.00 -$9.00 -$9.00 210 25TH AVE N.#508,NASHVILLE,TN 37203 nnnnnn 02 02 030911 095509P YOUR CARD PROCESSING STATEMENT Merchant Number 5434 6905 0103423 Page 4 of 4 Customer Service 1-904-384-4601 Statement Period 12/01/19- 12/31/19 AMOUNTS SUBMITTED Date Total 0.00 No Products for this Statement Period Total 0.00 THIRD PARTY TRANSACTIONS Date Description Amount No Third Party Transactions for this Statement Period Total 0.00 Date Description Amount No Adjustments/Chargebacks for this Statement Period Total 0.00 FEES CHARGED Date Type Description Volume Rate Total Total Card Fees 0.00 12/31/19 MISC STATEMENT FEE -7.00 12/31/19 MISC REGULATORY PRODUCT -2.00 Total Miscellaneous Fees -9.00 Total(Miscellaneous Fees and Card Fees) -$9.00 Fee Type Legend MISC =Miscellaneous Fees CF=Card Fees 210 25TH AVE N.#508,NASHVILLE,TN 37203 nnnnnn 02 02 030911 095509P