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1809 Tierra Verde Drive ROOF PATIO COVER 2015 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ALT/OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-RAAR-130 Job Type: RESIDENTIAL ALTERATION Description: INSTALL ROOF PATIO COVER Estimated Value: $11,000.00 Issue Date: 2/2/2015 Expiration Date: 8/1/2015 PROPERTY ADDRESS: Address: 1809 TIERRA VERDE DR RE Number: 169542-5094 PROPERTY OWNER: Name: LAURINAITIS, MARIUS Address: 1809 TIERRA VERDE DR GENERAL CONTRACTOR INFORMATION: Name: CHISMARK HOMES & CONSTRUCTION Address: 8370 WALDEN RD TIMOTHY JAMES CHISMARK Phone: PERMIT INFORMATION: FEES: PLAN CHECK FEES $52.50 BUILDING PERMIT FEE $105.00 STATE DCA SURCHARGE $2.00 STATE DBPR SURCHARGE $2.00 Total Payments: $161.50 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILE COPY �i 800 Seminole Road,Atlantic Beach,Fl,32233 Office(904)247-5826 Fax(904)247-5845 R,001MV -7e) 0 -,A Job Address: -F1 c r ra K ig Y-li/l' Permit Number:-11Z"j ' - / U qL11 Legal Description F 71 q —2 5-z%-6----IeSt-'Al 4 116 y"P a r,c e 110 /0/ t oor rea o q.T7. q t Valuation of Work roposed Work heated/cooled =heated/cooled 36 n Class of Work(circle oi..,. �udition (EiD Repair Move Demolition pool/spa window/door Useofexi�ting/pro osedstructure(s) circleone): Commercial If an existing strucrure,is a fire spriWer system installed?(Circle on N/A Florida P�oduct Approval# For multiple products use product—appro—vaMor—m Describe in detail the tVDe of work to be performed Property Owner Information: Narne/. 44,—/ Address-/P6)1 CitY44&A;4-IC 156CC-A statarZ Zip 3-?Z-<-$ Phone E-Mail or Fax#(Optional Contractor Information: Company Name:C�-/IA94 Address: Ar-�r /V 1 5 Q-alif��g Agent: erwy CAIIJ144V�11- El —41-AlcJ 4 City-.T-4 C�E6-1 A 1,, 11r State Zip ?.;,-7 41 Office Phone9lol/ -7t10-ds>/,0 Job Site/Contact NumbeP799-e-2,e -5-d4 Fax# State Certification/Registration# C-& /2_ Architect Name&Phone# Zo.5-!20 Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address A he eby de ban e tdo lh work and ns a ,?ns a a nd er,y'hot no work or insta flation has commencedprior to the 'f 'ng p ca oma aR e �e c, nsrucnatlm thisjurisdiction. This permit becomes null su r r '00 ' ' e" '" 0 a' s co P 0�"s nut wr or , m7 s 's once a ape nd ha a' kw b e ed he 'and r , nst or ndonedf e n e 6 months 0 , ' _cn a 0�ork b- or a pegod%1,,,xP,11 monl�sallan�,�meualer a war 0,com wit s P( co 0 d id k' e d h,n ca m c I s,_, that _u; __ s cur f s pe s e 0 C,_ W a, pl._ .g,S, T nk n ed de d e ra I be ed Ele k� b We pa s 'r."'. . 'rs, 1, Contji&llers,�tc. 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 herelb certify that I have read and examined this, licalion and know the same to be true and correct. All provisions of laws-and ordinances governing this type at I ork wit/be cotnplied with whether le herein or not. The granting of a permit does not presume to give authority to violate or cancel the W prov"'0171ofany otherfederal,slate,or loco regulating construction or th Fformance of construction, 0 Signature of Owner Signature of Contract Print Name ... ................... Print Name .................... .......................................................................................................... X (n z Sworn to an subscribed before me r- M i�: If subscribe fore me (D 'o Sw this-I_Q D y of. C&,,-i�bag- -thi5 of 20 G) Notary Public 0 N z En -no) n3 Q Revis 01. 6.10 0 OD R 0 CL ANGELA M JONES 3 My COMMISSION#EEI 15744 EXPIRES July 26,2015 (407)398-0 153 FforideNolaryService.00m AFFIODAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE TO: Building Inspection Department, City of Atlantic Beach, 800 Seminole Road., HomeOwner: A4kllky. Z414V-M Name ----ffiLE-n n of R -r,J-Yr i6/0VC4 P Y It' Street A dd Wh A -3 Z Z-73 City. State and Zip Code Contractor: Permit Number L5-- 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 bestilldgment 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 herebyodeclare 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 finther 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 performed on this structure. Date Signed"-- Before me this -1.,,V day of In the County of Duval, State of Florida,has personally appeared herein by himself/herself and Affirms s ements d d clarat ons her * are true and accurate. Not Public at Larg , St ate of County of Personally Known or Produced e ication ID Type 09 JOU Notary Public State of Florida S!th ley L G.all� -c m cornmiazion FF 006990 F:building/affidavit for attaching a new structure to an existing structure. c OP F-xpirss 02/14/2016 7/21/09 BEgilding Departyntzab-u--: PPLICATION NUMBER 800 Seminole Road .76 be�ssigned by the Building Depaf�(T,, Atlantic Beach, Florida 32233-5445 ent.) City web-site: http�Hwwwcoab.us !-�it Phone(904)247-5826 - Fax(904)247-5845 Jate routed: Vo( I —------ APPLICATOON REVNEW AND TRACKONG FORM I (Yr-A VC Y-G[c r8qRsilred Yes .0 AppHcam,'.: Ho Uildif]U-- "Zoning Pla ning ' I I 10 e jL,, I I�M,I I I s�trator Public Works� Pl,%Iject: Inahn ( 4���p Public uqijities Public S Fire Review fee Dept Sjgjjaj&Ure :'-ONTRACTOR- EMAiL A!�-)DRESS, �ONTRACTOR OONTA(, APPLICATION STATUS i"evievifing Departnierot First Review: (Circle one.' IIXI.)proved. E]Denie,,' I CEF�) cof"ments., 00c, ,LANNING &ZONING Reviewed by: TREE ADMIN. ------- Date: Second Revicm: E]ApProved as revised. DDe d- PUBLIC WORKS Comments: :)UBLIC UTILITIES PUBLICSAFETY FIRE SERVICES Reviewed by: -------- Third Revietif, ElApproved as revised. ElDeniec,'. ------- Comm-pents: Reviewed by: -------------- D 092520-142 z 1��Oq —F lc- rt-c I VC--r t_4 e 411an4l,c /3-ccvc� 1-:4 32Z33 2 E r Cp (D cr 0 00 -n .0 Ab co N co Z19<'w WAOHddV lOnGONd WIM31VIS VGIbOl_q Ir 0! 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X 'Aul TREE & VEGETATION AFFIr- 4.VIT City of Atlantic Beach Department of Community Development Planning&Zoning Division cc)it 1 800 Seminole Road Atlantic Beach,FL 32233 (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION 5;/Owner(s) F_ Legal Authorized Agent* NAMEOFAPPLICANT NAME OF COMPANY A/1 5 A ot-A/- &A1 C ADDRESS OF COMPANY 70 PHON(f6LJ)_?,5)0-6- CELL(q,�) -�_,),Y7EMAIL A CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION 11-SITE INFORMATION STREET ADDRESS OF PROPERTY If an address has not been assigned to this property,contact the AB Building Deportment at(904)247-5826 to request an address. LEGAL DESCRIPTION Z:q A LOT - zl 7 BLOCK L',.;BDIVISION 4 REAL ESTATE NUMBER I�F1'l SQ FT AC > -12-$�O� LOT OR PARCEL SIZE: RESIDENTIAL COMMERCIAL OTHER(SPECIFY) _0 I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation" of the Municipal Code of I Ordinances for the City of Atlantic Beach, FL andlor/have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,/affirm that no regulated trees and no regulated vegetatior JA,T be damaged,destroyed andlor removed from the above-described or adjacent properties in conjunction with this project, SIGNATURE OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this4 51ay of y State of Countyof Identification verified: gOathsworn: F- Yes 40tary put,lic State of Florida 10% Shirley L GrahaM my Commission FF 0569901 ary Sign�aturAev op e,,pro,02J14120i 8 iss y Comm ion exl:&es. Commission expires: APPLI Bmflding Departmrq .1 CATION NIJMBCR 800 Seminole Road 6 be assigned by the Building Department.) Atlantic Beach, Florida 32233-5445 15-W Phone(904)247-5826 - Fax(904)247-5845 City web-site: hftp://w"fw.t�-.)ab.us 06te routed: APPUCATOON REVNEW AN DO TRACKNNG FORM iat­�q -ri crr-IA VC ale frinent reVO(MAI 1rLzq1j11q No iildi vi AApplicanii,.: Horlif-S Plann q -7— 1 Project I ree Public Wo rks Public umities Public Safety Fire Serv.'Zes'-.... Review fee Dept Signature .-ONTRACTOR EMAIL Ak-JDRESS ��ONTRACTOR CONTACT APPLICATION STATUS t-'�&vievirinq Departruerot First Revievir- nApproved (Cirde one.) Xpenie-� BUILDING PLANNING &ZONING Reviewed by: 1000, TREE ADMIN_ Date: Se,cond Revipliv: >�A PUBLIC WORKS corarne_nks: Pproved as revised. E]Denied. PUBLIC UTILITIES PUBLIC SAFETY Reviewed FIRE SERVICES Third Revic_.�q� []Approved as revis ed. [:]Denie( . Cornments: Reviewed by: Date: SED 092520U.1 Typical Cage Bracing Details Triangular plate W/8 #10 sms. 5-3/A" Y 1" 1/511 Gaiv. Strap Plate- Cable required when enclosure �z- 5/16" Anchor bolt (Exponsion Bo It s/5 Cable extends more than S! K.-.C---T 18' from host. One pair of cables Galvanized Strap Detail for every 300 sq. ft. wall surface area. Ccrnelbock V41th (2) 114 x 2 Conc. 5/5 Cable 5/5 Cable Quicksets '—Looped Cable S L ?,AC_K 1'.iTc fW-11ir-161 oped Cable Detail NOTE' 1,Setf-tapping sms shall be stainless steel or zinc coated. 2.members shall be isolated as recommended to prevent corrosion. General Notes and Design Criteria: 1. Pool/Patio Enclosures and Screen/Glass Room Additions are designed to be attached to a permanent structure of adequate capacity. 2. The contractor shall verify that the host structure is in good condition and of sufficient strength to support the proposed addition. 3. The 2010 Florida Building Code is the basis for design wind load as per Chapter 20, Table 2002.4. 4. Maximum purlin spacing is T-O"' Internal lateral bracing required for spans over 39 feet. 5. Mean roof height shall be less than or equal to 30 feet. The height of the addition shall not exceed the height of the host structure. 6. The exposure is per site location. "C"for structures along the coast and "B"for all others. 7. The pool/patio beam spans are based on open building classification. The typical details shown are indicative of a standard installation. 8. Fasteners shall have a head and/or be provided with washers not less than 1/2" in dia. For decking and sid ing. MINIMUM POST SIZE AND NO. OF SCUWS Beam Size Post Size *8 *10 #11+ SCREEN/GLASS ROOMS & ENCLOSURES 2 x 5 2 x 4 10 8 6 Vincent Seibold PE 48288 2 x 6 2 x 4 10 8 6 101 Levy Rd. 2 x 7 2 x 5 14 12 10 Atlantic Beach, FL. 32233 r 2 x 8 2 x 6 - 14 12 2 x 9 2 x 7 - 16 1S Phone: 904-568-4112 2, x 10 2 x 8 - - MINIMUM SPACING AND EDGE DISTANCES #8 *10 *14 Minimum Spacing 5/80 3/40 1" Min. Edge Distance 5/1611 3/8" 1/2" mill,......... FENDER WASHER I 2W 1(4 x 4FTH,RU-501.: c5z-.,7blk Pcity. TM5 EACH -WASME�24' (3)#8 X �ROOF-IkAk' O.C.FOP TM FOR POLY-ROOF EACH a NON4NSULATW 3x I r ROOF IMF PAN PAR OK FOP 1(2) NOW LTHRU I'my-ROOF INSULATED EACh ROOF 1`051 q.1 2x2x FROM I*Rx.04�25 LICUP.4 25 HALF Or I ANGLE wl S.M.B. -50MWS ORT12), 2�3t5*M I lox Yr.. 5�j \Ix DeAM 5mli 2 x PMT-.';S 3; TEK5 I L" 5iCRZkS.FROM I X2 O.C. SCHEDULE 4 x 4.OFCi$� r. TO 2x2 FURUN Fop POST Ce _D CU;�M OR(Q EXTRU .2x24 I y-2 MATED q 2x3.0F 34 OR #l0A2'5.M-5- W 0 4.*4..FP.5,T, —4 11 L. . rMT:'* a.,24 OZ. 1 X2 5CPZN (2) Y4 2 V2' CQUKL5 Z.3 2 x2.x ft6T INTMALY ADD;?JM 5r_RZWTD THRU Y4,X ANGLEON T ON EACH 5101!OF FC�5r, 0-. 0 51DE OF :FLOOPI. x 10 x I YA THRIJ-DOLTS )5 5.1011:5.bK TOP.. 4 '4* �j 11,�2 r.05T OR OF I x�TO GR1*TPR- 5M-T6M OF POST .2x ��OiN 6 R,T-W** LT THW I x2 5CRM CHAWEL -�.LUM.FC5T CA5T BA51 4(2) 2-x 2 x.125 ANGLE EA01 OF EIT'HER.51DE C;F P05T- �5.10E-OF A,x;�VitopivE-me 6R.M*x 2 -W5j W.(1) 40 x.21124 Y Ok..Y4-�x 2 Y,' DRIVI!PINS Ok":Y,-2 V4- TAPCON5 QR:-V41 x.2 Y41T-BOILTS tail Roof Anchorin-q Details com"'06" #8 xl/i*S.M.S.Spaced Composite/Ppirls., 0,SL,��Both Sides Caulk A3 ad Screw Heads ,leader Ait mate Connection: e (3)*8 scmm Per Pan With 1'MInImurn Embedment Into Hpader Extr-uded or Brakq-For�med Pascie Through Pan Boxed (q.D44 I Min.Thicknes5) 31ps May Be 'End Wlth Min. I 1h'Beari;ng Log. LAW W-Interil-41 Existing Rafter Systems *10 x 1-1/.'Wood Or S.M.S.(2)Per Roof Panel Rafter 10-.4 *0 xy.1 Wood Or S.-M.S. Tow Boss. 12'0.C. #8)(1/2'S.M.S.(3)*F�r Pan Extrusion Elsting Fada (BOMM)And(1) Rr MA (TOP) i1n.In C-Cr% F 21,um"M UG&MV 6.- 24'Low W—W Mo. SCREEN/GLASS ROOMS & ENCLOSURES REVISION S Vincent Seibold PE 48288 101 Levy Rd. Atlantic Beach, FL. 32233 Phone: 904-568-4112 X 2-OB 0 PERIMETER 2- #10 S�M.S. FROM INSIDE FACE OF NOTE #I: USE 34'a X 3' LONG LAGS INTO WOOD HOST POST IN70 SCREW SPLINES OF HOLLOW GIRT(1 EMBEDMENT MINIMUM.) AND Ve X 2V LONG CONCRETE SCRE-INS INTO 60 CONCRETE OR MASONRY CONSTRUCTION (I- EMBEDMENT 1 2 X 2'HOLLOW TYPICAQ/ SPACING 24- O.C. AND WITHIN 6' OF EACH HMIZONTAL(GIRT). 'PERPENDICULAR MEMBER ' 2 0 D N 'C'0 T P'VS X L B 0 MIMI E JJEC, E"'8 3 2"' LO"G 0', AAS_ ' . V V ACIN 21 L M �D)/= AR W., A IRPE �.1/,_ I' x I L ON .)(1/16-ANGLES 2-LONG NTH 2-JE,X IZ2- ONG SAA-S. AT EACH LEG TYPICAL EACH SIDE. TOP OIN) &BOTTOM)- ..ffima Z W SELF MATING POST OR HOLLOW POST. It Z 6 L 1?15 �HC�T STRUCTURE, It ELEMENTS. 0 5/12 9 e T6;jet yi .A. I�J-T-5 9�4 A 1. Sipe I t-4 LIE J 015- TYPICAL I x 2 TO HOST AT CORNER TYPICAL CHAIR RAIL TO POST DETAIL To /L42- Frz� wAi.� Vla"IX 10 6��6 6,v Post 1,x 2, ce PMMETER 1'x 2N cont. FAM PEROWOTE F� 2"x 2"x.125 angle w/l/4"tapcons 1 each side post 2'1 2' HOLLOIN HORIZONTAL (CRT). at 24N o. c. 2 - *10 x 3/4'sms NOTE#1: UK U's X 3' LONG LAGS INTO into post andV4 s AND V@ X 2*A' LONG 2 INTO CONCRM OR I M T : tapcon w/2ff embed FASCORNFR sTRUCTION (I- EMEIEDWEN 2'Min TYPICAL SPACING 24' O�C. AND WITHIN V *--Avr7 AH61,E- F`0�� 6' OF EACH PERPENDICULAR MEMBER edge I E4CiL4 7" V05T S21 z e- s.m.S. FROM INSIDE FACE oB INTO SCREW SPLINES OF HOLLOW GIRT(I*EMBEDMENT MINIMUM.) TYPICAL 1 x 2 TO HOST AT GIRT TYPICAL POST BASE DETAIL 0 I-Ar- Pile Type Footing TYPICAL FOUNDATION DETAILS Ribbon Footing Slab on Grade Slab With Thickened Edge 2-'5,:)QT-,-I- r-i e1C-ft: o;� 6 x 6 10/10-WM. 0 r— 7 j:jrK 6 x 6 10).10 WM 1 #5, 2 - 4�4--�� 11� or 3 - #3 rebar cont. NOTES: 1. Concrete shall be minimum 2500 psi. Cover for rebar shall be 3'� 2. Flbermesh shall be used In lieu of welded wire mesh. 3. Slab on grade shall be used for roof areas less than 360 sq. ft. or for posts with trit !as less than 75 sq. ft. 4. Minimum slab thickness shall be 3-1/2"� pacity. 5. Foundation shall bear on compacted subgrad,e with 1500psi minimum bearing ca 6. Pile type footing shall have 3/8'" diameter rods 12" long thru posts each way. 7. Embeded aluminum posts shall be isolated from concrete io prevent corrosion. 8. posts supporting carrier beams shall have adequate foundation for hold down capacity. A minimum of one cubic foot of concrete for each ten square feet of screen roof. .,4'-LAa 60L�,_!JZ�' !Olt* .MR, POLY-ROOF, TAN T 16 A Yz' R PAN.. TV;5 P42t POLY-RO911. NC?N-IN5LJLATl!D ROO� 140R. 2 POST N 0 N I N 5 U L�kT�ED OR 3 x 3 FO P MOP 4 X A. 6 X G, 2-.3-bR.N4khouow WkW4..'CHANNEL OR 2`Iqr.; /kL POST rIOLLCW*"i1D to.1 IX21, -4 Ya".G KZ NICTCHM Trouj-aOLTS TO SIC RMN(7111 M NI!L V4#J Q THRLJ EACH Kecove PCISIT 2'BEW N21 2'xX ECGE BEAM) F05T -fl�AZ S-2*143. Z'*A'M= 42 X 2 'BE BEAM) r�!O mix 2 K INU NE 2 CAN -Pc-.�T?X"At BEAM SM NC%TChFD TO CENTER ALSO) SUb-FACIA- Rimipm CONTINOL)5 WRUDED OLITER CONTINOUS -MASONKY WALL MEADM ATTACMED 0 K 5TLXXO MEACMMR fMASM WALL ThANJA' 3'X 1 L"PAN OF, Oz: NC)Tf= THKX OR . MUD V�ALL V4 XV LAG POLY-Kcor­-� 11ADO I -r. 3'PAN Awo TO WALL OK RAFrM. wl V.x 2'LAGS 1Y POLY-ROOF TO EACm5TUO USE ANGLE AIX 2 V&'DRJVI!PIN.TAPCON. TMfN 5CRZEN KMUIRMTO T-BOLT OR LAG 5CIMW TM5 L 6 He4biiklo. FKAMI!TO (3)0 10 i Vy TM5 12-FAN OKI iO X 131,06 TMS EACH'I?.PAN OR PAO A iie/I 10 X vv: TMS 12*O-C.!P0 J.F;Io X!ye tel�5 I Z. 'FOK'..' . TUS 12-O.C. POLY-RoOf POLY- YY X�2 13 *C��t-14F-L� I :- . : upright To Base And To Beam De- ChAARAIL XTTACHED TO F'05T ALLY-4 N�l 9.OF 04 10 X 2' M3' C"RMI. INTON 5.m.5.INTO 5CRVW OtOOV15 Beam/r ,WjffACJjEQ TO A5T.,I.'x 2' A I'X;OG25 CUP (2)*10 x LIjI.-S.M.S.Into screw Boss Angle C ZX2 CKAIRRAIL Anchor r x 2'Plate To Subsa Screw: P05T Concrete W/'/�'x 2'A' Concrete Anchom Within 6"Of Each Side d 24,O.C.Max. Min,P post An T Into Sc Min.Vh*Slab 2500 PSI il x'21 conc.6 x 6-10 x 10 W-W-M. Or Fiber mash sex 1rr WASHER HEADED CORROSIVE RESISTANT CAULK ALL EXPOSED SCREW S_EWS @ a-D.C. HEADS ALUMINUM FLASHING UNDER FLASHING LUMBER BLOCKING TO FIT PLYWOOD I OSS BRIDGE BEAM BEARING DE7AIL 3 SE`.A.LAhrSTE..PAN ROOF FLLER complete Panel (SPAN PER TABLES) SLOPE --#Lox 4'S M'S W/I Y-' Fwdr Was'her And Neoprene Gasket ir O.C.(TYP.) COMPOSITE ROOF: ——— — — ———— .� irr LAG SCREWS W1 ,0 FENDER WASHERS 0 8'0,C THRU PANEL KTO 2 x 2 2-X 2-.0.0"-HOLLOW W- For Roof Pans. ——— — ——————— 5116'0 x 4'LONG(MIN.)LAG (3)-#8x&/,'S.IVI.S. SCREW FOR I-Ilr Per 121 Wide Panel(Typ.) F:MSEDMLNT(NUN.)INTO RAFrER OR TRUSS TAIL ---ON-RAFTER OR TRUSS TAIL '111_�Bearing Beam WEDGE ROOF CONNECTION DETAIL 6-0