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2233 Barefoot Tr RESA20-0018 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: MARGOLIN CHRISTOPHER 2233 BAREFOOT TRCE ATLANTIC BEACH FL 32233-4565 COMPANY:ADDRESS:CITY:STATE:ZIP: IMPACT ENCLOSURES INC 11653 Central Parkway Jacksonville FL 32224 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169463 0638 OCEANWALK UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2233 BAREFOOT TRACE RESIDENTIAL ADDITION SINGLE OR TWO FAMILY RESIDENTIAL ADDITION SCREEN ROOM WITH COMPOSITE ROOF $38200.00 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. 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. 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. 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. 1 of 2Issued Date: 11/13/2020 PERMIT NUMBER RESA20-0018 ISSUED: 11/13/2020 EXPIRES: 5/12/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $245.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $122.50 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.51 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.68 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $576.69 3 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. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 7 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 11/13/2020 PERMIT NUMBER RESA20-0018 ISSUED: 11/13/2020 EXPIRES: 5/12/2021 RESIDENTIAL ADDITION PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $576.69 RESA20-0018 Address: 2233 BAREFOOT TRACE APN: 169463 0638 $576.69 BUILDING $245.00 BUILDING PERMIT 455-0000-322-1000 0 $245.00 BUILDING PLAN REVIEW $122.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $122.50 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $9.19 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.51 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.68 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R14110 $576.69 Printed: Friday, November 13, 2020 2:03 PM Date Paid: Friday, November 13, 2020 Paid By: IMPACT ENCLOSURES INC Pay Method: CREDIT CARD 394883523 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14110 ~+; CENTRALSQUARE RESA20-0018 Building Permit Application City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Updated 10/9/lS n ALL INFORMATION HIGHLIGHTED IN GRAV Phone: (904) 247·5826 Fax: {904) 247-5845 Email: Building·Dept@coab.us . . r_ nr: ·. J\.Q. -r 7:,1,2,,"3 IS REQUIRED, Job Address: :2-?-3 ~ 1:zoJ ,e., 1'{X)f' Jf'£L,(:__ M.JJj y(_,. Permit Number; ________ _ Legal Description 4Z.-. I'!> }l-2..5-2-'lS · 0<,.eg...,Vl'tl/< U.,;t 2 L...-t-6~ RE# fl,q #3 ...,()L 3B Valuation of Work (Replacement Cost)$ ~~ ""° 0 Heated/Cooled SF ____ Non• Heated/Cooled 4-60 • Class of Work: □New ~ddition □Alteration □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): Q:ommercial ~esidential • If an existing structure, is a fire sprinkler system installed?: Dves E1No • Will tree fsl be removed in association with or ooosed oroiect?r1ves lmust submit senarate Tree Removal Permit) a'o Describe tn detail the type of work to be performed: - 1 ~o-pcsf-ee. ~ u-f... :r~-., roo..., Florida Product Approval # __ "1_5_6~f•~l~ ______________ for multiple products use product approval form Property Owner Information Name ~~,......,_..J..f-J~'ii"--1..L.L..;~--------,._--Address 1,2, _3 3 'B et ( ....e t1) of ira._e,-e,_ City k Zip 3i13p Phone qoy.,ZS-3 Cb'] 7 . E-Mail .~. -=-~._.,__u,;......,,.'-'-C...L:;"---.4>~-"--'u.........,.,<.<....L..:.... _________________________ _ Owner or Agent {If Agent, Power f Attorney or Agency Letter Required) _n_/a __________________ _ Contractor Information Name of Company lmp{act Enclosures inc Address 11653 Central Pkwy #219 Office Phone (904) 853-,6522. State Certification/Registration# CBG1257761 Qualifying Agent _R_y_an_H_am_m_e_rs_· .,,.,.. ____ .,...,. ___ _ City Jacksonville State _F_L __ Zip 32224 Job Site Contact Number _______________ _ E-Ma i I office manager .impact@gmail.com Architect Name & Phone#_:-:-------....,.-,,---,--,-------....,...,=---.:--:--:-------------- Engineer's Name & Phone# Ha-v} ci (4 1,.l,ic.-l d % f .., 511 ... 7 Hti, Workers Compensation Insurer l.,;.<Mt~ ±..i ~v./!'7 OR Exempt o Expiration Date 7'/5/ '2'12..i Application is hereby made to obtain a perrr.it to do the work and installations as indicated. I certify that no work or installation ha~ 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 jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUM BING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 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 fed era I agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable !aws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEND R OR AJU-~QRNEY BEFORE RECORDING YOUR NOTICE OF COMMENCE:e~;~i~~~-------- (Signature of Contractor) Signed and swom to {or affirmed) before me this 2q day of Ot-t.,w 2Cwl.2tJ i:~ (Signature of Notary) Personally Known OR [ roduced ldentificatio!!,_-- Type of Identification: _____________ _ All'J'IDAVITPORA1TACBINGANEW STRUCTURE TO ANUISTING STRUCTURE TO: Bulleting lnspectlai Depanmeot, Cfl¥of Adautic Bea. 800 Seminole.Road Home--,,f;,,,hc, ·~ -fD ph-e , fYl a_/'~ I;~ 2,1, 3 3 1)c,__r--e..~o+-I GLt_'-{:_ Cily. State and Zq, C«Je PermitNmaber __ • ___ _ ,. .. . .,,~ . --~~ . . . As 1N CollCracfor tbrtho propoeed Jiew·structure loca&ed at the above addressi, I have personally viewed with 1he above named home owner1hose portions of the exisring struame on which portions of 1be proposed.new Slluctmu are to be~ inr structural supp:,rt. I~ coo:6dent1hatdre drawings and debdht included with this permit application depict the existiDg coodmoos of the boat structuro, and 1ho .members of tho eximngstructme upon whidl 1ho nc,w ~are to bcatladledare sound with no rot or deteriondion. The homo owner has been advised by me~ in my best judgment based on experiance and knowledge of~ adequacy, 1he members of1be cmstiog sttuoture upon which 1he new · structme are to &,,. attachecl ._ sound with ao rot or deterioration and will suppott aD suuctmal loads and 1otces impost.cl on 1hrm. By signing below, I hereby dee~ that I will hold the City m At1autic Beach bannlass and release it fiom any respooGJ"hility and ~ fur any adwrso ~ or fid1mes resulting ftom 1ltls work, and furthet1hat I will not initiate. execute ureqjoin any legal action again.¢ the City of A1lantic Beach for such consequence.1 or fililmes. · A copy oftlds doe&medt wlll be recorded u u alildal record wltl. tile J.upectfon . ---~ al filtaR bayen/owoen otdais property may be made awaN tfds araetilre. . :!°:'~atDuvaL~ . l~ . \<~(") ±:\6\rY\V\l)ev::S> betem byhimselfJherselfand Affirmi all statements and daelandions hen:in are true and accurato. F: ~for attach&tA• new ltrUduNt toanecistlnA '1111d11r'e.docx RESA20-0018 SUNROOM, S~EN ENCLOSURE, AND/OR SCREEN ROOM AFFIDAVIT ' CITY OF ATLANTIC BEACH JOB ADDRESS: J.-7--3 ,2 !)<if e..-\-00 \-'T ra..L<fL A:£ tFL-3. 2--7--3 J PERMIT# · INSPECTION REQUF.sT PHONE 1NE (904)247-5826 ----- The purpose_ of this document is to make you aware of any limitations in the enclosure that is being permitted at your resider The table below, Sunroom and Screen Enclosure Requirements provides .a brief description of the various sunroom categ requirem'ents. There may be restrictions on the use of your present home depending on the category of suni'oom you are instaIJi The property owner is hereby notified that should any form of tomperature control ~ be added to a Category I. II. or Sunroom or the removal of the doors separating any Category I thru IV Sunroom from the host structure occur, the room sl become ao1Kompllant and must comply fully with all of the requirements for habitable/conditioned spaces as mandated by Florida Building Code. The Florida Model Energy Code and State Statutes. Exit J;Jghtiug Interior Electric Outlets Em,ergency Escap alls <200plf can ve 8"Wxl2"D ftg,. 3-1/2" slab if no · ncentrat.ed load 7501b Not Required · Not Required . Open.IDS$ 1<rtn,ll!ti11M screen and has door leading omresidcn No . alls <200plf can ve 8"Wx12"D ftg 1-1/2" slab if no oncentrated load SOlb Required ost structure indows/doors shall ot be removed. Not Required No s <200plf can 8"Wxl2"Dftg "slabifno load Required Not Required ntry, air IICU~andwater • on l!lso apply ost structure · ows/doors shall ot be removed. ' Not .Required Energy Sheets Not Required Not Required Not Required Yes alls <200plf can have "Wx12''D ftg Required Required and Exit must code. Other ce requirements entry, air and water ·on also apply. ost structure windows doors shall not be ved. Not Required Required V Yes alls <200plf can have 8 "Wxl2"D ftg Required ess and Exit must code, Other e requirements entry, air and water ·on also apply. t structure windows doors maybe emoved. Not Required Required I hereby acknowl~ge that I h~e ~erstand all the above on thi~ / I Day of {v i l./ . ,,,-17'4:' , ,,-Chr ls.fopbe r !11a_q .. 1:,,_ me Owner'.s"'Signature Print Name STATE OF FLORIDA, COUNTY OF DUVAL: . . / . The foregoing instrument was acknowledged_hefore me this .J.L day of . .) \) I 'i , 20 'lo • by C, t--r l<; -tOJ)h -e.f (}'\o._/'=3o l ~Ir'--herein by himsel:.t1herself and affirms all statements and deolaktions herein are true and accurate. ~Ju;_ ni~ OT YPUBLIC, STATE OF FLORIDA Print Name: 5-e.s.s l<-Jf! ,"D0V'Y\O..<. ~ersonally Known/□ Identification: ________ _ 800 ~OLE ROAD, ATLANTIC BEACH, FL 32233 PHONE (904)247-5826 FAX (904) 247 -5845 REVISBD 1-20-10 12' 2" 23' 3" Composite Roof Screen Room 40’ 11 ’ 6 ” RESA20-0018 -+-' C 11) E ::l u 0 0 '"O Q) -0 in ~ .0 ::::J 0 Cl 0 .!!! -~ f= .µ C Q) E ::, 0 0 Cl '"O Q) -0 U) Q) 15 ::J 0 0 0 .!!? .!!? f= --- ~ \I) cu 7.9" 35.71 CHORD -RB OCEANWALK UNIT ONE 2 STORY BRICK DWELLING 6,7' f 7,6' 24' Asphoft St ree -So• R/w----t-- &. = FOUND NAIL/DISC #3798 (TYPICAL) @ = SET 1 /2'' REBAR #4889 O = FOUND 1 /2" IRON PIPE "ACM" L-1 = S85'14'29"E, 25.00' (P-C) L-2 = N05"28'04"W, 25.00' (P-C) (Chord) □•YARD 25' 1.4' L2 11};\ = SUBSTANTIAL POINT OF INTEREST \!{j) ENCLOSED PORCH. ROOF, LOAD BEARING WALL GRAPHIC SCALE 20 0 IN EASEMENT ~ ( IN FEET ) ~ Sheet 2 of 2 1 inch = 20 It. 25' PLATTED EASEMENT LINE --- 80 ~, Boundary Sumey Iii 010214.1 for Christo her Mar oiin RE S A 2 0 - 0 0 1 8 Mc; PR O D U C T AP P R O V A L IN F O R M A T I O N SH E E T FO R TH E CI T Y OF AT L A N T I C BE A C H , FLORIDA (*REQUIRED) *P r o j e c t Ad d r e s s : _2 _ 2 _ 3 _ 3 _ B _ a _ r _ e _ f o _ o _ t _ T _ r a _ c _ e _ A _ t _ l a _ n _ t i _c_ B _ e _a_ c _h_ , F_ L _ 3 _ 2 2 _3 _3 _ _ _ _ _ _ _ _ _ _ _ _ Pe r m i t # : _ _________ _ . Du m a s *O w n e r / P r o J e c t N a m e : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - As re q u i r e d by Fl o r i d a St a t u t e 55 3 . 8 4 2 an d Fl o r i d a Ad m i n i s t r a t i v e Co d e Ru l e 9B - 7 2 , pl e a s e pr o v i d e th e in f o r m a t i o n an d pr o d u c t approval number(s) for th e bu i l d i n g co m p o n e n t s li s t e d be l o w as ap p l i c a b l e t o th e bu i l d i n g co n s t r u c t i o n pr o j e c t f o r th e pe r m i t nu m b e r li s t e d ab o v e . You should contact your pr o d u c t su p p l i e r i f yo u do no t kn o w th e pr o d u c t ap p r o v a l nu m b e r fo r an y o f th e ap p l i c a b l e li s t e d pr o d u c t s . In f o r m a t i o n re g a r d i n g statewide product ap p r o v a l ma y be ob t a i n e d at : ww w . f l o r i d a b u i l d i n g . o r g . Ca t e g o r y / S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n Li m i t a t i o n of Us e St a t e # Local# A. EX T E R I O R DO O R S 1. Sw i n g i n g 2. Sl i d i n g 3. Se c t i o n a l 4. Ga r a g e Ro l l - U p 5. Au t o m a t i c 6 . 0 t h e r B. WI N D O W S 1. Si n g l e hu n g 2. Ho r i z o n t a l sl i d e r 3. Ca s e m e n t 4. Do u b l e hu n g 5. Fi x e d 6. A w n i n g 7. Pa s s - t h r o u g h 8. Pr o j e c t e d 9. Mu l l i o n 10 . Wi n d br e a k e r 11 . Du a l ac t i o n 1 2 . 0 t h e r Page 1 of 4 Updated 10/17/18 category /Subcategory M a n u f a c t u r e r P r o d u c t D e s c r i p t i o n L i m i t a t i o n o f U s e S t a t e # L o c a l # C. PANEL WALL 1. Siding 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other E l i t e C o m p o s i t e R o o f P a n e l F L # 7 5 6 1 . 1 P a g e 2 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 In addition to completing the a b o v e l i s t o f m a n u f a c t u r e r s , p r o d u c t d e s c r i p t i o n a n d S t a t e a p p r o v a l n u m b e r f o r t h e p r o d u c t s u s e d o n t h i s p r o j e c t , t h e Contractor shall maintain on t h e j o b s i t e a n d a v a i l a b l e t o t h e I n s p e c t o r , a l e g i b l e c o p y o f e a c h m a n u f a c t u r e r ' s p r i n t e d s p e c i f i c a t i o n s a n d i n s t a l l a t i o n instructions along with this Pro d u c t A p p r o v a l S h e e t . J certify that this product appro v a l l i s t i s t r u e a n d c o r r e c t t o t h e b e s t o f m y k n o w l e d g e . l f u r t h e r c e r t i f y t h a t u s e o f d i f f e r e n t c o m p o n e n t s o t h e r t h a n t h e ones listed in this document m u s t b e a p p r o v e d b y t h e B u i l d i n g O f f i c i a l . R y a n H a m m e r s : J ; z > ~ *Contractor Name (Print Name ) : _ _ _ _ _ _ _ _ _ _ _ _ _ _ * C o n t r a c t o r S i g n a t u r e : _ _ _ _ , , 1 , _ , 7 P - . . . . . . . . . . ~ = - - - - - - - - - - - - - - - lmpact En c l o s u r e s *Company Name: _____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11653 Ce n t r a l P k w y S u i t e 2 1 9 *Mailing Address:----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - *City: _J_a_c_k_s_o_n_v_ill_e ____ _ _ _ _ _ _ _ _ _ _ _ * S t a t e : _ F _ L _ _ _ _ _ _ _ _ * Z i p C o d e : _ 3 _ 2 _ 2 _ 2 _ 4 _ _ _ _ _ _ _ _ _ _ _ 904-8 5 3 - 6 5 2 2 o f f i c e m a n a g e r . i m p a c t @ g m a i l . c o m *Telephone Number: * E - m a i l A d d r e s s : --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Cell Phone Number: F a x N u m b e r : ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P a g e 4 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 RESA20-0018 L e f t Vi e w Du m a s Re s i d e n c e 22 3 3 Be a r f o o t Tr e e At l a n t i c Be a c h , FL 32 2 3 3 Bu i l d e r : I m p a c t En c l o s u r e s Ex p o s u r e : C Wi n d Zo n e : 12 0 m p h At t a c h to ex i s t i n g de c k To p Vi e w Fr o n t Vi e w - - - - 2 0 ' O" - - - - - t - - - - i - - - - - - - - - 4 0 ' O" - - - - - - - i Ha r o l d W Co f f i e l d , PE ac c e p t s no re s p o n s i b i l i t y fo r th e ex i s t i n g fo u n d a t i o n . Right View 11' 6" --10' 4" 11' 9" 32" Hardi Finish CO N T I N U O U S CA N T BE A D OF CO M P A T I B L E SE A L A N T 2X 2 X l / 5 " CO N T I NO U S AN G L E TO P AN D BO T T O M # 1 0 x 3 / 4 ' SM S @ 6 " O. C . TO P AN D BO T T O M 1 / 4 " LA G BO L T TO P AN D BO T T O M 2 " NO M I N A L ST R U C T U R A L TH R O U G H RE C E l V I N G CH A N N E L FA S C l A MI N @1 2 " O. C . 0 RO O F PA N E L AT T A C H M E N T - WO O D FR A M E 0 0 0 0 0 0 0 1 / 4 " LA G BO L T S @ 12 " 0. C . W/ 1 1 / 2 " M[ N . WA S H E R DI A M E T E R , 1 " MI N . LO N G E R TH A N PA N E L TH I C K N E S S . 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 - - - PO S T - - - TO P PL A T E FA S T E N MI N . 2" X 2 ' ' X 1 / 8 " AL U M I N U M AN G L E W/ (3 } # 1 0 x l SM S TO TO P PL A T E ON EA C H Sl D E OF PO S T . CO N T I N U O U S CA N T BE A D OF CO M P A T I B L E EA L A N T 2" NO M I N A L ST R U C T U R A L FA S C I A MI N . ~~~ ~ G ~ ~ ; ~ ~ ~ I N G CH A N N E L @ 12 " O. C . 0 RO O F PA N E L AT T A C H M E N T - WO O D FR A M E BE A M IS AT T A C H E D TO GU T T E R W/ 2 X 2 X l / 8 T H RE C E I V I N G CH A N N E L W/ (5 ) # 1 4 X 3 / 4 IN T O GU T T E R & IN T O BE A M WI T H 1 LE S S TH A N BE A M SI Z E PE R SI D E SE A L JO I N T W/ COMPATIBLE SEALANT 0 0 0 0 0 0 00 0 000 0 0 0 0 0 0 0 o 0 0 0 RO O F PANEL JOINT 2" GUTTER STRAP IS ATTACHED TO GUTTER W/ (3) #10 X 2" EACH SIDE (1)#10 X 2" SMS SCREW@ 24" O.C. ENTIRE LENGTH OF GUTTER ~---MIN. 2X6 NOM. STRUCTURAL FACIA 0 c A R R I E R BE A M & SU P E R GU T T E R CO N N E C T I O N 0 GU T T E R & SM B AT T A C H M E N T f2 X 8 & LA R G E R } 2 " GU T T E R ST R A P IS AT T A C H E D TO GU T T E R W/ (3 ) # 1 0 X 2" EA C H SI D E {1 } # 1 0 X 2" SM S SC R E W @ 24 N O. C . EN T I R E LE N G T H OF GU T T E R MI N . 2X 6 NO M . ST R U C T U R A L F A C I A - - - - l 0e u R L I N AT T A C H M E N T ( 2 X 8 & LA R G E R ) PU R L I N IS AT T A C H E D TO GU T T E R / FA S C I A & BE A M W / 1 " X 2 " IN T E R N A L CL I P OR EX T E R N A L C- C H A N N E L r Ha r o l d W Co f f i e l d , PE 27 4 3 An n i s t o n Rd Ja c k s o n v i l l e , FL 32 2 4 6 90 4 - 3 4 3 ~ 3 0 5 2 'F L PE # S 0 4 0 7 DETAIL SHEET 1 PU R L I N S AT T A C H E D TO BE A M W/ (4 ) # 1 0 X 3 / 4 " SE L F TA P P l N G SC R E W S 12 " LO N G X 3/ 1 8 " TH I C K AL U M I N U IN T E R N A L OR EX T E R N A L GU S S E EA C H SI D E . WI D T H TO MA T C H BE A (1 6 ) # 1 4 X 3/ 4 " SM S EA C H LE G OF GU S S E T (3 2 SM S TO T A L ) # 1 4 X 3 / 4 " SE L F M A m N G SC R E W S @ 6" FR O M EN D S . 2 4 " o. c . 0 TY P I C A L IN T E R N A L / E X T E R N A L GU S S E T ( 2 X 8 & LA R G E R ) 2" GU T T E R ST R A P IS AT T A C H E D TO GU T T E R W/ (3 ) #1 0 X 2 " EA C H SI D E {1 ) # 1 0 X 2 " SM S SC R E W @ 24 " O. C . EN T I R E LE N G T H OF GU T T E R MI N . 2X 6 NO M . ST R U C T U R A L FA C I A - - - - , . 0 PU R L I N AT T A C H M E N T PU R L I N - - - - - , TO P PL A T E - - - - , 2X 2 X l / 8 AN G L E AT T A C H E D TO CO L U M N & BE A M W/ (3 ) # l 0 X l " PE R SI D E . 1. . 1 . . 1 . 1 . J r - + - PU R L I N IS AT T A C H E D TO TO P P L A T E / BE A M W / l" X 2 " IN T E R N A L CL I P OR EX T E R N A L C- C H A N N E L FA S T E N W / (4 ) # 1 0 X 3 / 4 " BE A M PU RU N JS AT T A C H E D TO GU T T E R / F A S C I A & BE A M W/ l' ' X 2 " IN T E R N A L CL I P OR EX T E R N A L C- C H A N N E L PU R L I N IS AT T A C H E D TO TO P PL A T E / BE A M W / l "X 2 " IN T E R N A L CL I P OR EX T E R N A L C- C H A N N E L FA S T E N W / {4 ) # 1 0 X 3 / 4 " ( 3 ) # 1 0 X 3 / 4 " FR O M LI - C H A N N E L TO TO P PL A T E - - - - - J BE A M IS AT T A C H E D TO GU T T E R W / 2X 2 X 1 / 8 " RE C E I V I N G CH A N N E L WI T H (5 } # l O X l " IN T O GU T T E R & IN T O BE A M WI T H 1 LE S S TH A N BE A M SI Z E PE R SI D E 2" GUTTER STRAP rs ATTACHE TO GUTTER W/ (3) #10 X 2' EACH SID (1) #10 X 2" SMS SCREW @ 24" O.C. ENTIRE LENGTH OF GUTTER "------MIN. 2X5 NOM. STRUCTURAL FACIA 0 GU T T E R & SM B AT T A C H M E N T C2 X 7 SMB & SMALLER) PU R L I N S AT T A C H E D TO BE A M W / (4 ) #1 0 X 1 " SE L F TA P P I N G SC R E W S . (1 0 ) # 1 0 X l " SM S EA C H LE G OF GU S S E T (2 0 SM S T O T A L ) - # 1 0 X 1- 1 / 4 " SE L F MA T I N G SC R E W S @ 6" 12" LONG X 3/16" THlCK ALUMINUM INTERNAL OR EXTERNAL GUSSET EACH SIDE. WIDlH TO MATCH BEAM FR O M EN D S . 2 4 " " O. C . --~ e TY P I C A L IN T E R N A L / E XT E R N A L GU S S E T (2X7 SMB & SMAL L ER} (3 ) #1 0 X 3 / 4 " AT T A C H E S U- C H A N N E L TO PO S T O N EA C H SI D E Ha r o l d W Co f f i e l d , PE 27 4 3 An n i s t o n Rd Ja c k s o n v i l l e , FL 32 2 4 6 90 4 - 3 4 3 - 3 0 5 2 ~ ' - - - - CO L U M N ~ PU R L I N DE T A I L OP T I O N S Q CO L U M N V PU R L I N DE T A I L O P T I O N S ·FL PE #5 0 4 0 7 DETAIL SHEET 2 SE L F MA T J N G BE A M TO P PL A T E U- C H A N N E L AT T A C H E D TO CO L U M N W / (3 ) # l O X l " PE R SI D E AN D ( 3 ) # 1 0 X 1 " IN T O TO P PL A T E # 1 0 X 3 / 4 " IN T O CO L U M N & BE A M W / ( 1 ) LE S S TH A N BE A M SI Z E PE R SI D E - ' - + - ~ ' - - CO L U M N @ s M B CO L U M N CO N N E C T I O N OP T I O N S PU R L I N & CH A I R RA I L rs AT T A C H E D TO BE A M W / IN T E R N A L CL I P W / ( 1 ) # 1 0 X 3 / 4 " TO P & BO T T O M & W / (2 ) # 1 0 x 3 / 4 " TO BE A M Q PU R L I N CH A I R &. RA I L V CO N N E C T I O N OP T I O N S CO L U M N - - - SC R E W D TH R O U G H AN G L E TO CO L U M N W / ( 3 ) # l O X l " SE L F MA T I N G SC R E W ON EA C H SI D E . 1X 2 ( 4 ) # 1 0 X 2 " SC R E W E D TH R O U G H BE A M , PO S T , & TO P PL A T E SE L F MA T I N G BE A M #1 O X 3 / 4 " IN T O CO L U M N & BE A M W/ (1 ) LE S S TH A N BE A M SI Z E PE R SI D E CO L U M N @ s M B CO L U M N CO N N E C T I O N OP T I O N S PU R L I N & CH A I R RA I L IS AT T A C H E D TO BE A M W / IN T E R N A L CL I P W / ( 1 ) # 1 0 X 3 / 4 " TO P & BO T T O M & W / ( 2 ) # 1 0 x 3 / 4 " TO BE A M PU R L I N CH A I R & . RA I L 1 7 CO N N E C T I O N OP T I O N S r - - - - - - 5" LO N G TA P C O N FA S T E N MI N . rX 2 " X 1 / 8 " AL U M I N U M AN G L E TO SL A B W / (2 ) 1 / 4 " TA P C O N S ON EA C H SI D E OF CO L U M N . (M I N . TA P C O N EM B E D M E N T IN T O SL A B -2 " ) ( CO L U M N (9) #10X3/4" SMS 7"X7" X 1/8" MIN ANGLE BRACKET ON 45° ANGLE 5/16" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS & DOUBLE COMPRESSION SLEEVE. @ c A B L E CO N N E C T I O N S AT CORNER 1X2 BOTTOM PLATE FOUNDATION @ s E L F MA T I N G UPRIGHT COULMN BO T T O M PL A T E - - - - ,_ -_ -_ -_ - - 1 . . . . L - - - l - ~ f f l ' L - - - - - I Ha r o l d W Co f f i e l d , PE 27 4 3 An n i s t o n Rd Ja c k 5 0 n v f l l e , F l 32 2 4 6 90 4 - 3 4 3 - 3 0 5 2 ., k _ M l r i l @ B O T T O M PL A T E & . CO L U M N AT T A C H M E N T FO U N D A T I O N f l PE #5 0 4 0 7 DETAIL SHEET 3 1 / 8 " S. S . CA B L E W / DO U B L E NU T S & DO U B L E CO M P R E S S I O N SL E E V E S - - ~ 3 " A. S . T . M . A- 3 6 ST E E L CU P W/ (2 ) 2 " X 1 / 4 " TA P C O N S - - - - .. @s . s . CA B L E AT T A C H M E N T CO L U M N - - - SC R E W D TH R O U G H AN G L E TO CO L U M N W / ( 3 ) # l O X l " SE L F MA T I N G SC R E W ON EA C H SI D E . - - "7 " " : : : . . . _ _ 1X 2 BO T T O M PL A T E J£ ' . _ M l t ! J . _ . . . . . • • - - - 1X 2 BO T T O M PL A T E • FA S T E N E D TO FO U N D A T I O N W / 1 / 4 " TA P C O N S 2 4 " O. C . (M I N . TA P C O N EM B E D M E N T IN T O FO U N D A T I O N -2 " } 6 " LO N G TA P C O N C 5" LO N G TA P C O N / L FA S T E N MI N . 2 " X 2 " X l / 8 " AL U M I N U M AN G L E TO SL A B W / ( 2 ) 1 / 4 " TA P C O N S ON EA C H SI D E OF CO L U M N , (M I N . TA P C O N EM B E D M E N T IN T O SL A B -2 " ) PA V E R S ON CO N C R E T E FO O T I N G @ e o T T O M PL A T E &. CO L U M N AT T A C H M E N T A T PA V E R S 1/ 8 " S. S . CA B L E W / DO U B L E NU T S & DO U B L E CO M P R E S S J O N SL E E V E S - - - 3 " A. S . T . M . A - 3 6 ST E E L CL I P W / (2 ) 2 " X l / 4 " TA P C O N S 1 " PL A T E 2" EM B E D E D - - 1 • @ s . s , CA B L E AT T A C H M E N T A T PA V E R S • 1 - - - - - - PA V E R S ON CO N C R E T E FO O T I N G FO U N D A T I O N CO L U M N AT T A C H E D 0 HE A V Y AN G L E W / {1 ) LE S S # 1 0 X 3 / 4 " HA N SI Z E OF CO L U M N ON EA C H SI D E 2"X2" HEAVY WALL ANGLE ATTACHED TO GUTTER W/ (4) #10X3/4" SCREWS ON EACH SIDE OF COLUMN ~ - -GUTTER STRAP ATTACHED TO GUTTER W/ (2) #10X2" INTO BACK OF GUTTER THRU FASICA & W/ (2) #10X3/4" INTO FRONT OF GUTTER @ R I S E R / KN E E WA L L CONNECTION ' Ha r o l d W Co f f i e l d , PE 27 4 3 An n i s t o n Rd Ja c k s o n v i l l e , F l 32 2 4 6 90 4 - 3 4 3 - 3 0 5 2 FL P E DETAIL SHEET 4 TY P . ( 5 ) # 1 4 X 3 / 4 TE K SC R E W TH R O U G H CO L L A R AN D BE A M EA C H SI D E (2 ) RO W S (5 ) # 14 X 3/ 4 TE K SC R E W TH R O U G H CO L L A R AN O BE A M EA C H SI O E PO S T PE R Pl . A N ( 5 ) # 1 4 X 3 / 4 TE K SC R E W TH R O U G H CO L L A R AN D BE A M EA C H SI D E (2 ) RO W S ( 5 ) # 14 X 3 / 4 TE K SC R E W TH R O U G H CO U A R AN O BE A M EA C H SI O E PO S T PE R PL . A N (5 ) # 1 4 X 3 / 4 TE K SC R E W TH R O U G H CO L L A R AN D BE A M EA C H SI O E ( 2 ) RO W S ( 5 ) # 1 4 X 3 / 4 TE K SC R E W TH R O U G H CO L L . A R AN D BE A M EA C H SI D E 0 4 X 4 X .1 2 5 " P O S T CO L L A R DE T A I L : NT S (2 ) l / 2 " DI A EX P A N S I O N BO T L S SE E NO T E S # 2 fO R = r o j E j t o ~ BO L T PL A C E M E N T l ~ ~ 3 3 / 4 " FR O M ED G E O 3 3 / 4 " FR O M ED G E OF SL A B -- ~ -= = = ==-- ~ OF SL . A B ( 3 ) 1 / 4 " D I A MA C H I N E BO L T S W / WA S H E R S TO P VI E W . . . . . . . . . . . . . FR O N T VI E W CO N C . FO O T I N BE L O 0 .. . . . . . . . . . .. 4" X 4 " PO S T CO N N E C T I O N DE T A I L SC A L E ; NT S CO U A R SP A C E - - - - , CA R R I E R BE A M ( 6 ) # 1 4 X 3 / 4 TE K SC R E W TH R O U G H CO L L A R AN D BE A M EA C H SI D E T ~ ~ 9 M" H 0 2 1 / 6 " I HO L D ' ¢ ~ :: c ~ g ~ o J _ - = = = ll = = = ": , : I- - - & 3/ 8 " __ _ _ _ . j I - 8 3 / B ' RE F ~ ~9 . " ~6 - o " I N I I Q . i ~ ~ 2 " 2 · ~ "' ~ 0 CO L L A R DE T A I L : NT S (4 ) 3/ S " X 4 " T A P C O N TH R U BO T T O M LE G OF AN G L E IN T O CO N C . _ .. J 1 1 a , = = 9 p 3 3 / 4 • FR O M ED G E OF SL . A B - - : : : : . i . _ _ _ _ _ _ TO P V U ; W (3 ) 1 / 4 " DI A . l . ~ "' "' l 4 X 4 X ,1 2 5 PO S T CA R R I E R BE A M ( 6 ) # 1 4 X 3 / 4 TE K SC R E W TH R O U G H CO L L A R AN D BE A M EA C H SI D E ( 2 ) RO W S ( 6 ) # 1 4 X 3 / 4 TE K SC R E W TH R O U G H CO L L A R AN D BE A M EA C H SI O E I 2 1/ 6 " , HO L O __ _ l ' r o n ,_ _ , r i Q '< t Ji 1 / 8 " HO L D I- - - ! - 6 3/ 8 " -- - - - 1 I ~ . 0 g; MA C H I N E BO L T S W/ W A S H E R S CO L U M N PE R PL A N r ( 4 ) 3/ S " X 4 " T A P C O N TH R E A D E D RO D 1/2' EM B E D M E N T DE~TH 4 1 / 4 " MIN. NO T E S : 3• MIN. FROM EDGE OF SLAB 3000 PSI CONC. FOOTING/ SLAB MIN. DEPTH 8" IN S T A U . TO SI M P S O N STRONGTIE: SET E~POXY·TIE SPECIFICATIONS. SEE MF G . CA T A L O G FO R lliE INSATALLATION GUIDEUNES. M U ST FOLLOW All R. E Q U J R C : M E r f T S AS SP'EC[DFlfD BY MFG, © T H R E A D E D BQP "OPTION" DETAIL SCALE; NTS NO T E S : 1 : 3J < 3 PO S T TO HA V E 3/6" RED HEAP• TRUBOLT WEDGE ANCHORS. STAINLCSS ST E E L PR O V I D E MI N I M U M . 2" FROM EDGE OF SLAB AND PRO\/lf>c MINIMUM 2" SP A C I N G TO M N OT H E R CONN!;CTOR. SEE MFG. NOTES FOR JNSTALLAT!ON kE Q U I R E M E N T S . TH R E A D E D R.OD llEQUIRES l' MrNIMUM l::DGE D!SlANC[. 2. 4X 4 PO S T TO HA V E 1/2" RED HE~D • TRU60LT WEDGE ANCHORS S"rAINLESS S" r f E L , PR O V I D E MI N I M U M 33/4" FROM EOGE OF SLAB AND PROVIDE MINIMUM 33 / 4" SP A C I N G TO AN Y 0TH ER CONN ECTOR. SEE ~IFG. NOTES FOk 11 ' / S T A L L A T I O N RE Q . U I R E M E N l ' S 3. wt l E R E PA V E R S AR E PRESENT ANCl10R LENGIB SHALL BE HICREASED av TH I C K N E S S OF PA V E R NOT TO EXCEED l·l/2" FOR PAVER THICKNESS MORE TH A N K 2 1 / 2 " SP c □ FICATIONS SHAU. B" ~EQUIREO. PAVERS SH~LL BE BO N D ! : D TO UN D E R L Y J N G CONCR.!:TE FOUNDATION 4. WH E R E RE T U R N WI N D O W BEAM MEETS MASONRY WALL USE V-C!IANNEL W/ (. l ) 2· 1 / 4 " TA ~ C O ~ S INTO WAL!. AND (5) j/t2 X l/4" INTO BEAM E/5 TH R U BO T T O M UE G OF ( 4 } 3/ 5 " X 4 " T A P C O N AN G L E IN T O CO N C . ; : : : = : : : : ~ ~ ¢ : : : : : : : = = ; TH R U BO T T O M LE G O f Ha r o l d W Co f f i e l d , PE 27 43 An n i s t o n Rd Ja c k s o n v i l l e , FL 32 2 4 6 AN G LE IN T O CO N C . 90 4 - 3 4 3 - 3 0 5 2 ·F L P E # EX P A N D E D VIEW DETAIL SHEET 1 ( 3 ) 2 " X 3 ' ' X 3 " X l / 8 " AN G L E S W / (4 ) # 1 4 X 3 / 4 " SM S IN T O PO S T & (1 ) - 1 / 4 " TA P C O N S IN T O FO U N D A T I O N EA C H AN G L E , OR ( 3 ) 2 " X 4 " X 4 ' ' X 1 / 8 " AN G L E S W / {4 ) # 1 4 X 3 / 4 " SM S IN T O PO S T & (1 ) - 1 / 4 " TA P C O N S IN T O FO U N D A T I O N EA C H AN G L E . PO S T FO U N D A T I O N 0 3 x 3 PO S T OR 4X 4 PO S T AT T A C H M E N T O P TI ON 0 t; ; 0 a . BE A M PO S T IS NO T C H E D AR O U N D BE A M AN D AT T A C H E S W / (2 ) 3/ B " X 3 - 1 / 2 " BO L T S BE A M 2X 2 X 1/ 8 " AN G L E W / (3 ) # l O X l " PE R SI D E ( 1 ) 2 - 1 / 2 " X 2 - 1 / 2 " X 1 / 8 " IN T E R N A L PO S T FO O T W / {4 ) 1 / 4 " TA P C O N S IN T O FO U N D A T I O N & ( 2 ) 3 / 8 " X 3 - l / 2 " BO L T S TH R O U G H PO S T & PO S T FO O T . OR (1 ) 3 · 1 / 2 " x 3 - 1 / 2 " x l / 8 " IN T E R N A L PO S T FO O T W / (4 ) 1 / 4 " TA P C O N S IN T O FO U N D A T I O N & ( 2 ) 3 / 8 " X 4 - 1 / 2 " BO L T S TH R O U G H PO S T &P O S T FO O T , POST 0 3 x 3 PO S T O R 4 X 4 PO S T AT T AC HM E N T OPTION NO T C H E D PO S T AT T A C H E S TO CA R R Y BE A M W / (8 ) # 1 0 X 2 " SM S , Ha r o l d W Co f f i e l d , PE 27 4 3 An n i s t o n Rd Ja c k s o n v i l l e , F l 32 2 4 6 90 4 - 3 4 3 - 3 0 5 2 FOUNDATION 0 PO S T TO CA R R Y BE A M CO N N E C T I O N OP T I O N 0 e o s r TO CA R R Y BE A M CO N N E C T I O N OP T I O N P E # EX P A N D E D VIEW DETAIL SHEET 2 - E d g e B e a m S p a n s f o r c a r p o r t s . p a t i o c o v e r s , s c r e e n a n d g l a s s r o o m s w i t h s o l i d r o o f s . 2 0 1 7 F B C , C a t e g o r y I . 1 3 0 w i n d , E x p o s u r e B a n d C R o o f S p a n s w / 1 2 " o v e r h a n g 1 0 ' 1 2 ' 1 4 ' M a x i m u m P o s t S p a c i n g E d g e B e a m S i z e 2 " x 3 " P a t i o , S M B 6 ' S ' 4 ' 2 " x 4 " P a t i o , S M B 7 ' 6 ' 5 ' 2 " x 5 " S M B ' 8 ' 7 ' 6 ' 2 ' ' x 6 " S M B 1 0 ' 8 ' 7 ' 2 " x 7 " S M B 1 2 ' 1 0 ' 8 ' 2 ' ' x 8 " S M B 1 6 ' 1 4 ' 1 2 ' 2 " x 9 " S M B 1 9 ' I 7 ' 1 5 ' 2 " x l 0 ' ' S M B 2 2 ' 2 0 ' 1 8 ' M a x i m u m P o s t H e i g h t s E x p o s u r e B P o s t S i z e 2 ' ' x 3 " P a t i o 7 ' 6 " 3 ' ' x 3 " X . 0 9 0 " 8 ' 7 ' 6 " 2 ' ' x 4 " S M B , P a t i o 1 0 ' 9 ' 6 " 9 ' 3 ' ' x 3 " x . 1 2 5 " , 2 ' ' x 5 " 8 M B 1 1 1 0 ' 6 " 1 0 ' 4 " x 4 " x . 1 2 5 . . , 2 ' ' x 6 " S M B 1 4 ' 1 3 ' 6 " 1 3 ' M a x i m u m P o s t H e i g h t s E x p o s u r e C 2 ' ' x 4 " S M B , P a t i o 3 ' x 3 " x . 1 2 5 ' \ 2 " x 5 " S M B 4 ' ' x 4 " x . 1 2 S S M B 9 ' 8 ' 6 " 1 0 ' 9 ' 6 " 1 2 ' 6 " 1 2 ' H a r o l d W . 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T I : 10 . 7 1 1 9. 4 1 6. 6 30 15 . 1 7 14 . 0 6 U. 2 1 8. 3 6 30 16 . 8 16 . 3 6 14 . 4 1 12 A G 4 0 ·9. 2 2 9. 2 2 6. 6 2. 8 5 40 13 J i 9 8. 3 6 4 .56 40 15 . 4 9 15 . 0 6 12 . 4 6 9. 8 6 so 8. 1 7 8. 1 7 3. 7 9 SO 12 . 2 2 5. 5 1 0 .76 50 14 . 1 1 13 . . 7 6 10 . S 7. 2 6 60 7 .4 6 3 5 G. ! 8 60 10 . 7 5 2 .66 60 12 . 1 7 12 . 4 6 8 , :, , 4. 6 7 70 6. 8 1 4. 5 1 70 7 0 11 . 5 7 11 . 1 6 6. 6 2 2m 80 6. 3 3 2. 6 4 80 10 . 2 & 9. 8 6 4. 6 1 4" x 0. 0 2 4 > < 1 - lB EP S P a n e f s 4 xo . 4 • x 0 .02 4 x 2 - lB EP S Pa n a s Al l o w a b l e Ma x Al l o w a b l e Sp a n (f t ) Al t o w a b l e Ma x Al l o w a b l e S n ft ) Al l o w a b l e Ma x Al l o w a b l e Sp a n (f t ) lo a d ( P S f ) l/ 8 0 l/ 1 2 0 l/ 1 8 0 l/ 2 4 0 Lo a d ( P S F ) lo a d ( P S F ) l/ 8 0 l/ 1 2 0 V1 8 0 l / 2 4 0 1 0 19 19 17 .17 16 . 5 3 10 1 0 21 . 9 7 21 . 9 7 21 . 5 2 1J J . 9 7 20 15 . 0 1 15 . 0 1 15 . 0 1 13 . 9 S .2 0 19 . 6 1 15 . 7 4 2 0 20 . T l 20 . 7 7 19 . 8 6 18 . . 7 6 3 0 12 . 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