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HomeMy WebLinkAboutEngineering File C CORNER POST SAVE RAIL 1,,�AN STITCHING SCREWS(SEE TABLE)124.O.C. op' tll TOTAL?-1120055w�• , 1•x 2.0.0. OCAS[SSG ME OISTN(LEfY SPACE SCflLWS A SOS"32u&LLOY OR EQUAL,1/0''TT°HIMESS D❑ K I M PATH OCACH SIDE OF SECTION C-C FASTENER SPACING) EQUALLY(TYP.) &ASSOCIATES,LLC 0 6•.3•x Quso• COUSIN Et. _�-© C O N S U LTI N G n O 6063-T6 ALLOY PLATE a (SHE SIDE)OR STRONGER S.' STRUCTURAL KERACE � ENGINEERS 3•w 3•x DASD'HIM 6063-T6 ALLOT 7.].0.070 CNAOI RAIL y'" �/ PLATE DR STRONGER LONE SIDE)WITH (3)-Ill w�•SAS,EACH SIDE AS N-BRACE O p p J PO BOX 1003H SHOWN(�L MIN PLATE EDGE DISTANCE Tuap.,FL 33679 L C-C FASTEN'A SPACING) 0 • p y n�p3 N14x3;'SCREWS TGI:(813)37M321 K-BRASS 000 .Q' (.) t. (S (.Y.) CORNER POST ,'(��1. 1 I� �� DEAN "A' •B•L•C• TO NE LINE ALS PL MOTH TE R.YIb OBeOi N00 3•.B•.0.030•M"N 6063-T6 T V 11yP' 61At] pl)3 im ALLOY PLATE OR STRONGER �. ,x `.�F°P 4' 2X4 3- 2 24 1' 201e 1S6UE0 (9NE SIDE? `9 ] JH£ONP tp1W 2x5 3 3 32 14' (3)-Ill w�•SAS. N-BRAE[ 2.6 4 3 40 14' (EV{AA6CH SIDE AS SHOWN GIRT(CIUIR RA1L7 UW£ � 2x7 H 4 56 16' Q OISTA1 NNCEPL C-CTE EDGE WION E.B B B 64 16' FASTENER SPACING) P�' 2x9 S 6 72 IB• 0 2.2.0.00] o BRAOENTYP.), ROOF BEAM ex9av) 6 7 as 1e• p V x 2• OLE PLATE OTHER SIC CONNECTION DETAIL 2x10 7 7 96 Is, .sEE ELEverna s' ST.LITCLF COUTNT]'RIJIF.nr c nIV1SION rOQ'N'sRArE SIZE RFVIPWiD FORVNOLIANCE ION.(4)JIm3•LONG S.".INTO FOUNDATION (3)/i7dj'B.Ms.•EACH a.AND ry�v YlEt1NE'JJ�3 a 12.I S.MS.CHANNEL TO BEAM $DROV BOSSED\....ALiF)NA ME) llAT) / ° (DREW ISM,AL BEAM STITCHING O 24'D.C. 0 CONCRETE ANCHOR 12 PLACES) ),• T. GYP.TOP AND BOTTOM OF SUB j, � PLANS AND I ERAUT MUST BL KEPT ON JOS 2.3.0.070 SEE TABLE FOR IDES) Zt SCREWS FOR C OF OtNERI DDMNtl2N ETE OF,NO INSPECTION WILL BE SSADE. c O THESE PLANS AND ALL PROPOSED WORK LATERAL"K"_BRACING �" .+.I BY z LONG w ARE SUBJECT TO ANY CORRECTIONS R�� l �F r} ANG E FACUI 90E DYPJ (SEE PLAN) N CULT/C WR)UA U w CONNECTION DETAILS, _ (�Pul+) last•Br 31 LONG/�,� REQUIRED BY MELD INSPECTORS THAT BRAYE-FORHED AFG EWNG tHNNEI ANGLE,EACH SIDE.„r.). C A. MAR 2 8 201T /(YU1,0.002'WTEPoAL 1bDXNF55) FAC �pS]� NiAY Y�f N CFSSARY IN ORDER T®' r.�,e.2 MNl0. (L(E); (j�p N G Z <:, ",'.ALIEANATA'E) C7 w CA ii�LY INftH iGLL GTPPLIf�gDL�COPES: PERMITTp.- YIN.(4I/Tm2'IDNO N Z St.Lucie CO: ( I (W. t(uNt(0u ATIVO BOssES � w a.. l rl:'i,i'L 4 9t,RE s•S.Y.S., (IW.N1p,NAlIVE) EAG,(EO(M.)� S.Y.B.POST a O U (0)012.3/4•SACS. IxSx)6'ANGLL 6•LONG HO W MST CONCEALED FASTENERS OR ATTACHMENTS PURLN TO ROOF BEAM p . 1.2 O.B.ATTACHED TO BEAM W/ (TYP.a Eacx BEAR) CONNECTION DETAIL U U n)-JIOW SL.S.INTO SCREW am (2)v0.3•LFi I EACH AN0.E AR THE RESPONSIBILITY OF THE w W a. (1)-I'.4%'".TRRU-BOLT /�/��r� V LU r W/!S NUT AM WASHER NO70 PpUMRY SCREEN ENCLOIWNE 1[ANS SIWLL BE CONTRACTOR OF RECORD O EACH SIDE OF BEAM ATTACHED TO HOST STRUCTURE CONSISTING GF CHAIR RAIL/GIRT TO POST CONVENTIONAL TRUSSAAFTER FRAXING WITH MAX. 012.1•S.Y.S.0 24'O.C. FACIA Tas E 2.6 OIINO Sp, OVERHIWG NO TO EXCEED 3P UNLESS OTHERWISE CONNECTION DETAIL DRAWN ETY: t.2 O.B.TO SUPER GUTTER OA WESTER REa CEDAR NOTED ON PLAN sYS CHECKED BY. STRUCTURAL GRn➢C 2 MIN U3A.043 EAVERM.ATTACHED TO BENS M(3)-IIm2•SA.S. �^ SALE.SEW SCALE: A (4)/12.3/4•S.Y.S. (D Y'M2'LS LAG SCREW B 21• INTO SCREW 6059. MAY BE SLOPED OR MT RIC I:NT@E LENGTH OF CUTTER 2.PURUN (SEE PLAN FOR SIZE) DATE: 8111100 OR(MAY�»SLOPED q ROOF BEAM SECURE FASCIA TO EACH RAFTER TALL ((2)�Im4'SJI]L INRU.2J (MT OR SLOPED) W/O)H•Iw4•LONG PAN HEAD LAG SCREWS EAVE BAR.ISO PURUN SCREW 2.LA23 ANGLE-2'WIDE WIIN -- BEFORE ATTACHING SUPER GUTTER SOSSES T21-�14.1'INTO BEN,A(2)-014.1 INNfEOO UPRIGHT. u]E/IIml S.A.S.SIB. -- _ DO YEON K)M,P.E. TO CLNN[ •TO 1.2 O.B.M O.C..C. ((t)-244'ANGLE,EACH SIDE us 10. S.Y.S.0 24 O.C.3. � FLA.REG.NUMBER 49497 (2 MR 2.0 SYB OR LARGER.) / ,,XX f))Y(•Iwa-I.G.LAG SCREWS __ _ TO CSNNECT•To 1.2 O.B.TO 2. C❑p\ (iYP.!EACH BEAN) 1.2 O.B.FASTENED TO COLUMN/POST PURUN FASTENED TO COLUMN/POST 4)�121]4'SY.S RR// <NA%f BETWEEN BEAMS OG ()/12a1'IA.I.(EACH ISO) 11. SL.S FAOI SIDE / W/(3)0IO.%'S.Y.S.ISO SCREW BOSSES WITH 4 OF SM(7YP.)OR 11•XIN�3 IL'WAX C{ N LEG. (E•YA,w0'w' USaq 110CN MT BAR BENT (()) y�y ACIN OF FASTENERS CTYP] DO SUM AB30 TES,LLC 2yD INICK CONTINUOUS TO ERjw6]-TO ALLCO 0°F�[AY i0q 2A CO NLUIM TO H7 S•Or 7•SUPER GUTTER ^"GLE M am 7766 WIN.DEAN EDGE P Mt 0.090•THICK OISTANC[(iTPJ TMp FL 9 COLUMN/POST IULUYN/POST /f SECURE FASCIA TO EACH RAFTER TAIL Y~~•1' W/(1)K•0.4•LONG PAN HEAD LAG SCREWS BEFORE ATTACHING.SUPER GUTTER ROOF BEAM TO SUPER GUTTER SIDEWALL POST/COLUMN TO PURLIN MAIN POST/COLUMN TO ROOF BEAM s10W/4'S.A.S N•CGNTINUOUS AM OF CONSTRUCTION CONNECTION DETAIL o z D.c. ADHESIVE CONNECTION DETAIL CONNECTION DETAIL Drawing No.-060811 SHEET tOF3 C (� File Copy PURUN auPPoRT COL1111N/POST J(•MITRE,EACH SIDE(mJ B.Rw16•ANGLE lB•""VA VAtt AND 9.Y.4.WIN T. %-;CONCRETE ANCHOR � Sam �INS TENS To THE BvF 3 N RT12 COMER POST 2/(')'.]'lO.ANDLE EDGE DISTANCE W//t)6•FYBEDYENT INTO / • D❑ K I M 1 W/(Q SIDE) 1'S.LLS NUCIDRAL CONCRETE(f &ABa OCIATE9,LLO (EACH BIDE) NOTE 10) CONCRETE OR 12.O.B.BOLE PLATE EY9EDYFM IMO 2.PURUN C O N S U LTI N G PA CONCRETE (EACH SIDE) STRUCTURAL r TOPuE ENGINEERS ,R�Yp •...,.. ��,•• 'N h 2,2dS' CUP,CUT AT la]O.B.FASTENED TO MRNEA A IS'(� )MOLE AND SECTION WITH 110.'B x.W/ • BEAN MAY ATTACHED THE SCREEN ROOF W cm WASHER 02 1B'O.C. PO BOx 1(N178 J'MI.OYPJ ••x )j•A,��CONCRETE BE FLAT SEMI WITH NE(I B THRU- TBm B,FL 3367E 4 BMT WITH OEH W/SIIER. R UPNOIR P SCREW ANCHOR O]{'IP OR SLOPED I I ATD,tNEp BEAM OR FANS FAIL RBI:(B13)37/-0321 .1N0 B'fPOY PoBi( \1` / ` DIACOINL B NO SPIN NOT BE OO ATTKHm ROOT PURIR:s RevJD Description 2,24.0103 E ELEVATION VIEW Tm' SIDEWALL COLUMN TO CONCRETE B• CODUMN/POST (SEE P 0 200 IBSUED CONNECTION DETAIL 1.2 D.B.SOLE PL41E < CORNER POST/COLUMN p LAN-TYPICAL DIAGONAL ROOF O UPRIGHT DETAIL B E CONNECTION p -a— O p BEE PLAN FOR 9RE p EDGE o CRETE L•(Tm3 p9 2,100 PSI MIN.CONCRETE STRENGTH 1.2 B.FASTENED TO CORNER �O COLUMN 'A• A S ON WITH 114.UL'S.M.S.O PLAN VIEW ' 2e E.G. �� �— APPROXIMATE 7)1'YAx.a ICx BNw PA`EAS •O m w u.a BON TOP OF F001ER • d ]iQ(�{'ANGLE 1'EON°(EACH BIDE) I- A' : . .W'?) 1"D•M=.I.P.POSE y E1 O.B.BOLE PLATE W/2 1/2-MIN.EMBEDMENT BOLTT p 1 d, 4 UNDISTURBED OR C LU CORN ..• • j"MIN.CO®Ct COVER,JBUSMIN. O CONCRETE . : .r.•. ..4.,.' •;� LAP SPLICE . ONNECTIONDETAIL ' ;.;'•• .. •z rn c 0 12•MIN!um )r A,B'CONCRETE SCREWS O 24'D.C. • 2T6'YW.CON0. W BEAM sUPPONR (IYP.),%-CORD.EMBEDMENT(ION.) wBEDYENF(rwJ (f) )6'ANGLE EACH SIDE(1wJ COLUYN/POST Z S.N.S. YIN. ' y LU EocE IBTAtICE �'A CONCRflE/NwOR x.2,1/e'.x'LO.ANGLE MIN.CONTINUOUS PERIMETER FOOTING w//z% EusEDusxT wro (4)112.3/4-S.M.s TYPCIAL FRONT VIEW OF POST TO (BY OTHERS) C Z W SDNCTWtAL CONCETEtE(TYPy SEE NOTE To) ( "wm FOUNDATION CONNECTION WITH PAVERS O (Vie 1•4'O.B.sOLE PLATE Q. H J o° U U° W N •� BuY J W •,f; �4,•.: 7�R 4 _ ALTERNATE 111 POST V .S •' • 2.IA"ANGLE 3• ,DTP.) (4)112XXO S.LL BRACE DRAW BY: coNCREIE CHECKED BY: 1'NOMINAL CONCRETE SLAB ]1 PMUN (4)11L'ANGLE(BRACE)H SCREW ANCHOR O 24'O.C. (2000 Psi.Nw.)W/a.e.1 o/tO ME 112 •s•Y•s•D EACH SCALE: M AND B'ROM POST(TrvJ W.W.Y.ON RBE NFORO MEMBER INTERSECTION DATE: (POLYPROPYLIXE FIBER- 1.R POuWG(YINJPER C.T.) D B,r COLUYN/P05T m '° unDER ANGLE s2�•I LONG ON.u.s. 1.1 O.B.SOLE PLATE . c BUY MAY ULTI LEG BRACE) • �' BE MT O O ° OR SLOPED d•, ,X 00 YEON 1(IM,P.E. :n • li)P!1 v'sTi Diu)yy.s. l•(iYPJ _ �—j7I—�I—T_�IITII7II�-- TI'�I�ICT_I TI' '••SA� • d •4I•f', ()P!' ` 2.3 B RAfE FL A.REG.NUMBER 9 49497 497 .0; (SEE PLAN)JLI L — f „jB �� • uL e ALTERNATE 121 00KQ.A.....IATE..- '��' UNDCSTURGGED ROL 0R , 2. BRACE Tu) OF CONCRETE CRUSHED UYDTOCN(Bx PROCTOR) 4-17 PLAN VIEW uln.{q-le It con nuoUS,siucE PLAN-TYPICAL ROOF 'u���2D•MIN. BRACE TYNNECTION 1 COLUMN TO CONCRETE e•a PT CONNfiCILQN DE FOUNDATION/SLAB DETAIL Drawing No.-080811 SHEET 2OF3. Tale COPY IU FLASHING SHINGLES BEAM EWE ) ON.{•SMS.V/NE FENDER 12. WASHER TUCK UNDER SHINGLE➢ AND NEOPRENE GASKET a IB•0.G @LEAST 6• 0,0 0.1THI YIN.THICK EL (ETCH SIDE)OR D❑ K I M 0 SO'THICK•U•CHANNEL OD6]-TB N10Y PLAIEW/ HOST STRUCTURE MASONRY OR WON) 1.➢.M'ANGLE A'LONG SEALMIT el/11r)j•S.N.S.D1CN 510E(11 TOTAL) (3)ON Y•sNs, GYP.a EACH e I &ASSOCIATES.LLC (TYP.EACH v _ AND EACX SU, LICK'SMS V/nRENE C SKE OR RECEI IN BRAKE-FORKED HEADER /�' VAS RAND NEOPRENE GASKET DA RECEIVING CHANNEL<0.041' TXICNNESS) ' MT OR SLOPED) 4 •a l �0.7)}•(DN0 MOD LAG SCREW OR C O N S U LTI N G in O.B. @ IS. 0.C.TOP L BOTTOM. VITM MIN 14'BEARING LEG. (()) STRUCTURAL (D{1 0.2•LAG SCREW 8 2-D.C. SEE PLAN MR S2 (1)d'�•1d'LONG MASONRY ANCHORS SLOPE ENTIRE LENGTH OF RECEMNG CHANNEL! 1 ENGINEERS (4)Y14.1 S.Y.S.-/�1e.1 0 . TO SUPER CURER nYP. O O O O O O O O O SECURE FASCIA TD EACH RAFTER TAILI d•.A O O O O O O < 0 0 0 0 0 0 V/(1)d'0 K 4'LONG PAN HEAo LAG SCREW HO Sm CTURE ANCHORS 000 O O O O O O O O O O O PO BOA 10039 ({)/14v]/{'9.Y O°O O°O°O°O°O°O°O( °O°O°O°O°O O EEiORE ATTACHING RECEIVING CHANNEL E Y SPACED(1YP.) ) Temp.,FL 33878 4 Tel:(813)374-0321 S.Y.B.BGW 00 3•(I LB EPS) d' 00 COMPOSITE PANEL 00 SOFFIT lljyjcl, Description O O fB)-%'0 THROUGH DOLT ,'A•' ,, QG i 10 0 ISSUED V/IK'0 WASHER 2.1AAI��MOLE.�EACN SIDE I SPACED �1 9 (TYP•)• Y SR.BEAM 4 (SEE PLAN FOR SIZE) (8)fll=•s.u..,s SCR Lws CARRIER BEAM TO HOST EACH ltTi(TYP.) SUPER GUTER 3.3.0.093 POST(MIN.) CTURE CONNECTION S.)L/0.050 MIN.PLATEW/ BLUI IAND COLUMN(TYP.) 0 I N� F—TG=MPOSITE ROOF CONNECTION DETA General Notes and Specifications: 1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate considellatlon. — ' ].]a0.08]POST(YIN.) 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi,and be In accordance with the requirements of ACI 318. Gj Reinforcing steel shall have a min,yield strength of 40,000 psi(grade 40)and be provided with cover In accordance with ACI 318. � _ w (6)0I4.9;'SN.S.TOTAL,(3)EACH LEG 4§'MIN.C-C SPACING(TYP.) 3. All dimensions are provided by contractor,00 Kim&Associates,LLC have made interpretations where necessary. q � 3•DASE INSERT v/IW VERTICAL LEGS yJ 4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The c 0 �'THICK 6063-T6 ALLOY(TYP3 'a g Q)3E'0 3T0INLESS STEEL OR r(-i contractor shall verify that the host structure Is In good condition and of sufficient strength to hold the proposed addition.If V HOT NIPPED GALVANIZED there Is a question about the host.structure;the owner(at his own expense)shall hire an architect or engineer to verify host w VEWE ANCHORS V/BVi'.NIN. X�a yP q N EMBED16Ni INTO CON@ETE. YU structure capacity. LU (ulN.{• oumrLSIAD)':'", �;;•:.;��%7•.. ;. 5. Screen density shall he a maximum of 18 x 14 x 0.013"mesh. Wall screen shall be removed In accordance with Rule 611320-1.002 c Z L) Alternative Design for Screen Enclosures.Aluminum shall be 7005-T53 Alloy,6005-TS Allay;for secondary components 6063-T6, CL O y / Alloy based an Industry standard shapes,thicknesses,.and tolerances unless otherwise noted. Q , � U U 6. Unless otherwise noted,SMB shall be stitched with#100/4"SMS at 24"o.c.,top and bottom. LU (A CL LLI SCREEN ROO ITE 7. Connections using screw bosses shall have minimum(04104"per connection unless shown otherwise. U IM ~ COLUMN TO FOUNDATION DRAWN BY: NNE CTIO TAIL 8. Unless otherwise shown,screws shall have'minimum tf a distance and center-to-center distances re shown In this table, SCALE C-1022 Low-Carbon Steel SMS&Seif-Drilling IiEK)Screws(Industry Standard Screws) DATE A SWUM DATE 811 VOB BIo.4•SM.S.V/IY'0 FEND WASHER Nominal Screw Diameter Minimum Edge Distance Minimum Center to Center AND NEOPRENE GASKET a le• Screw (in) Distaste 3'COMPOSITE #10 0.188 °/ia' YR" ROOF PANELS #12 0.219 )/i' )/Y 00 VEON KIN,P.E. 0000 O O O O O O O L FLA RED:NUMBER 48497 o°oo oo°000°000000 #14(1/4") 0.250 0000 000°0°0°O°O°0 ' yy55 PANEL 00 KIM ,0.- B,LLC 1110TX MAX. P no SIDE WALL HEADER � ( � 9, Structure has been designed to meet the 51 Edition FBC 12014 FBQ.Project is sited where the ultimate design wind speed, Vult, Bwtao3e (SEE PLAN MR SIZE) Is 150 mph(3-sec gust)for risk category I buildings and other structures.Exposure B. Design pressures are from Table 2002.4, TRmps,FL 3387E (4)t10.1'S.M.S.THRU.UPPo INTO EAVE RAL/HFA➢EH SCREW 2014 FBC reduced by 0.86 for screen mesh factor,0.6 for allowable stress design(ASO). BOSSES ' 10. Concrete anchors may be"Large Diameter Tapcons"(LTOs),Tapcon concrete screws,Simpson Strong-Tie Anchors or Titlan Screws or apprpved equal. COM E ROOF TO HOLLOWS ALL 7HDER TAIL 11. Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-H28.Composite panel skins shall he of aluminum allay 3105-H15 Drawing No.-080811 or 3105-'H25. SHEET 30F3