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HomeMy WebLinkAboutSCREEN ENCLOSURE PLANSCORNEW POST EAVE RAIL _ _,a1 = BEAM STITCHING SCREWS (SEE TABLE) @ ea• D.C?­z��,-�` `�-•• (11 TOTAL) - 912 x 9'• 2. O.R. SMS AS SHOWN (V2. MIN '. - SPLICE PLATE (EACH SIDE OF BEAM) ' PATIO SECTION PLATE EDGE DISTANCE 6 a SPACE SCREWS A! A 5052-H32 ALLOY OR EQUAL, 1/8' THICKNESS 1 .D ❑ KI M L-C FASTENER SPACING) vs, EQUALLY & ASSOCIATES, LLC O 6' x 5' x D.05➢' CCLUMN .'� /: '• —0 �'at 0 0 CONSULTING m O 6M SIDE) ALLOY PLATE �\ A, Wx O (OWE SIDE) OR STRONGER �� r' €€ q � o= STRUCTURAL ,i• K-BRACE ENGINEERS 3• x 3' x 0450• MIN 6063-T6 ALLOY �Of:$ `•_, PLATE DR STRONGER COME SIDE) WITH 2x3x0.070 CHA6R RAIL (3) - R12 x 9i: SHS, EACH SIDE AS 0 � Al t' PO Box 10039 SHOWN (%' MIN. PLATE EDGE DISTANCE K-BRACE 61 ,'� / J ,33679 M C-C FASTENER SPACING) m jq, Tamps, I813)3 4-032 d14x$'( SCREWS , Tel: (B13) 374-0321 _ K-BRACE ®®6 © `(W)at ,1 � tY) (E1) C1E1) tYEll/) LINE LINE SCREWS PLATE CORNER POST 0R6` l P il" j1 BEAM ,A' 'B'H.'C' TOTAL WIDTH RevJDat Descri lion 3' x 2• x 050• MIN. 6063-T6 9 C t<j ' 1,0 ,L-P 2x4 3 2 24 12' '1 747 ALLOY PLATE OR STRONGER Yc}' VL l'i POF I As 2015 ISSUED NNE SIDE) 8 4R E0)+G T01W 2z5 3 3 32 14' / 0 t3) - bl2 z 94 . SM.S. K-BRACE 2x6 4 3 40 14' EACH SIDE AS SHOWN =�PLPACIATTE EDGE GIRT (CHAIR RAIL) B I!� M 2x7 5 4 56 16- ` 0 FASTENER SNG) P 2x8 5 5 64 16' ptC 0 O 2x2x0.093 ,2xlflE "7�t-'+I r�72^'SIB_. Q o BRACE(TYP.). MANSARD BE 2x9(HW) 6 7 88 Is, UNLESS 0 0 1- = 2' LE PLATE OTHERWISE- CONNECTION DETAIL 96 IW \.1•SEEK' EALE RTIMS FOUNDATION FOtt ' BRACE SIZE MIN. (4) g10x3' LONG S.M.S. INTO (3) Jim- S.M.S.. EACH LEG AND SCREW BosKs (TV. ALTERNATNE) (6) /12,05• S.M.S. CHANNEL TO BEAM / (9) BCREW TOTAL BE411' SMCHWC O 24' O.C. IN m CONCRETE ANCHOR (2 PLACES) %�(TV. TOP AND `V W LIEU OF TV. Y• 0 CONCRETE •" 2x3x0.070 - SEE TABLE FOR8WCS' OF sMB J SCREWS FOR CORNER COLUMN K� .4,/ (•.\�\\� PURUN' W _ra LU LATERAL "K" - BRACING ` %GLE. MR SIDE � =~ J, O �`•) -]0\.1'1 0.07o GIRT/CHAIR+RaL=--�--�.r :� U _CONNECTION DETAILS:-r ="" � -p��PUM) �� �,` .lay Br 3• LONG P V'� BRAI(E-FOAMED RECIEONG CHANNEL MOM. EACH SIM (TYP.) G' O v x (MIN. 0.062' MATERIAL THICKNESS) OJt� ty 1' x 2 1/8• a 1' a 3' LG. (3) g12x13' S.M.S., EACH B) TJ f�i`/� %®� 1J (TP. ALTERNATWE) LE0 (6) TOTAL (M.) U IZ (4I /iDc LONG ? � >_ Z S.M.S. INTO SCREW BOSSES � W O� (4) /14zX[ S.Y.S.• \� (➢P. &YERNAIIVE) - I-214''I c Z LU 2 SCREWS LEG _ -�I--•�' '�- 451 • � EACH EW MP.) S.M.B. POST 0 O (U/i ` J(5).;g12a3/P S.M.S. = HOLLOW POST IL PURLIN TO ROOF BEAM F- IMSxIg' ANGLE E LONG + (2)lk2 O.B.=A' S.M.SO To eFk+ w/ arP. @EACH BEAM '' CONNECTION DETAIL C1/�'/�h1 Z U U (2)=g10X2' S.M.S. INTO SCREW BOSS CD Y'mx3' LG. @ EACH ANGLE q-'- SCANNE® LL) (I)-I/4'A',55. THRU-BOLT a W/ Y' NUi-AND WASHER NOTE' PRIMARY SCREEN ENCLOSURE BEAMS SMALL HE BY J W O EACH:SIOE OF BEAM ATTACHED TO HOST.. STRUCTURE CONSISTING O- CHAIR RAIL / GIRT TO POST xq TT U O CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX. \�. I ��YIA �O�Ia� /IIx2' S.M.S. O 2t' O.C. FACIA TO BE 2x6 MIN) SPP. OVERHANG NO TO EXCEED 30' UNLESS OTHERWISE CONNECTION DETAIL V /� lI �-x 11'1N DRAWN BY: OVK >,x2-0.8. TO SUPER GUTTER OR WESTER RED CEDAR NOTED ON PLAN OVG. STRUCTURAL GRADE 2 MIN 2x3YO.O45 FAYERNL ATTACHED TO - _- _- --- -< _ _ CHECKED BY: DYK BEANS WITH (3)-g10E2• S.M.S. ti u^--` 'SM.B�BEA4 SCALE: AS SHOWN (Q g12aT/P S.M.S. (D Y'mx2' LG. LAG SCREW @ 24' -.^—'- - --- ..-�_'s-:-� t)a DG ENTIRE LENGTH OF GUTTER �,2; PURUN "+� IMO SCREW Boss. /- F MAY BE SLOPED OR MT DATE: 8111A16 pyp4�/ -e�� -~ -\-9t - (SEE PW1 FOR SIZE)ROOF BEAM SECURE FASCIA TO EACH RAFTER TAIL s` `4' • 1(2) g10aP S.MS. THML.2x'(MT OR $LOPED) W/ <D Y'mx4' LONG PAN HEA➢ LAG SCREWS DWE RAIL INTO PURUN4$CRM2x5a.125 ANGLE-2'hllE T, — —BEFORE ATTACHING SUPER GUTTER BES'(2)-/14a1' INTWBEAM & (2)-/14x1' INTO UPRIGHT.*S.TSE 0E1yy,, O 1. O 24' O.C.TO:CONNECT^TO lag O.B. TO 2x3'OF (1)-y,pxlg• ANGLE, EACH SIDE )' y 1 �DO YEON KIM, P.E. (2 FOR 2x8 SMS OR VRGER.) (1— USE g10xIY BM.S. O 24' O.C. t`' FLA. REG. NUMBER 49497 (1) Y'mx2' LS LAG SCREWS { — it �TOCONNECT TO tx2 O.B. TO 2x3.FF�� (TYP. @ EACH KAM> 1x2 O.B iA51EN!•D TO COLUMN PO(/C�IC� CI) N12x2' S.N.S @ 12' m.c. /RUN FASIENEU TO fAWMN/POSTFI (4) g12x3/4' S.M.S. (MAX) BETWEEN BEAMS W/(2) g10z1 S.NS. INTO SCREW BOSSH (4) g12a1' S.M.S. (EACH LEC) I(9) /12xY� S.MS. EACH 9DEEACHEG.}� (EACH END, TY) I OF BE)1 (TYP.) OR )y MIN, 3 lf' Mp)C C-C 1(A' TH[CK CONTINUOUS ✓ i7ING )§' THICK MT BAR BEM { SPACING OF PAStENERS <TYPJ y DO KIM A I17 LLC ANGLE dRF 6063-T6 A1LOY) I(6) /12x)x' S.N.S. FAGH SIDE {, A#26 75' or ]' SUPER GUTTER a (1( 4�5 OEM(OF BEAM FOR 2E5 COLUMN TO yy.. MIN. BEAM E➢GE fpMIN. 0890' THICK 't! .t OTSTANLE (TYPJ r/ P aX1 039LUMN/POST i* COLUMN/POST Tam ,F 9 `• �\ SECURE FASCIA TO EACH RAFTER,THIL W/ (O K-0XV LONG PAN HEA➢+L'AG SCREW$ • 'r Y I 1 -' BEFORE ATTACHING SUPER -GUTTER L ROOF BEAM TO SUPER GUTTER �=' aY �SIDEWALL POST! COLUMN TO PURLIN :- MAIN POST /COLUMN TO ROOF BEAM - _ gtoa3/4• S.M.S. Y.• cDMT1Nu➢us BEAD;owcDNST@ucnml ->,4\ CONNECTION DETAIL �;jp _ CONNECTION DETAIL !' CONNECTION DETAIL --' - 0 z' O.C. ADHESIVE_.' - I Drawing No. -060811 e T1.O�i� -- ` '- " - ' - — SHEET 1 OF3 L' 1.2 O.B. SECTION 24' O.C. S.N.S. CODE PLAN MR SIZE 1NE0 TO COME 814.%* S.MSA 2- LONG IMP S.M.S. TO Pos GALV. UP. SOL IN. EMBEDMENT PURUNSUPFORi COWMN/POSE 1§' AGIE.'EACH SIDE (mJ 2x2x1/8' x 2' LG. ANGLE MIN. %'0 CONCREIENANCHOR W/ (4) 1120/4" SM.S NCE W/2%m EMBEDMENT, INTO (EACH SIDE) STRUCTURAL. CONCRETE .. %*0 CONCRETE ANCHOR LdgL4�� NOTE t0) SST J1x2O.B. SOIE•PUTE W/2%" EMBEDMENT INTO r ; STRUCTURAL CONCRETE (EACH SIDE) ♦a Yew E�Z�Z Oyu )F4-°x9; CONCRETE SCREW ANCHOR O 24' AND 9FROM FOsr m Ix2 S. SOLE PLATE O `'..EDGE OF CONCRETE 1' (TYP.) c �\ PLAN VIEW .85 f )§' ANGLE EACH SIDE (TYP-) %'0 CONCRETE ANCHOR id W/2%" EMBEDMENT THIRDSR(UCTURN. CONCRETE (IYP., J SEE NOTE 10) Jl — I'x2' O.B. SOLE PUTS 4�. °J W �w 9' O O O EDGE OF CONCRETE PLAN VIEW 1 3' MIN. Yi ZY4' CONCRETE SCREW ANCHOR a 24'. mO.C. /� AND 9- mom MST ",..) O.B. SOLE PLATE 1' RYPO i Nv BEAM SUPPORT x COLUMN/POST 2x2x1/8' x 2' I.G. ANGI W/ (4) S12x]/4' SAS (EACH SIDE) 2x5xY' ANGLE Q' LUNG) V/ (2)-014 TEKS INTO TOP OF 2x3 CAVE RAIL AND (2)- . $14 TENS INTO THE FRONT OF THE CORNER POST DO K I M %� Z1 & ASSOCIATES, LLC 21 PURNs 71— � CONSULTING /BE. 1x2 oeTOP mANE STRUCTURAL ENGINEERS 244- ANGLECUP, CUT AT �-.W O.B. FASTENED TO CORNER CORNER POST A 45' (+/-) ANGLE AND SECTION WIRI pi0x2' S.M.S. W/ MAY ATTACHED TO THE SCRD91 ROOF his' CIA. WASHER a 18• O.C. +,1 BE MT BEAM WRH ONE 0) l:'0 THRU- r PO ftx 10039 OR SIAPDI BOLT, WRM M. WASIIERR, s 1x O.B. SIDE WA11 CORNER UPRIGHT Tampa, FL 33679 ATTACHED TD BEAM Da LAtE RNL. Tel: 813 374-0321 0 DIAGONAL BRAWNG SHAH NOT BE + ( ) 1 ATTACHED TO ROOF PURUNS. )f _ I) 2x 0.09] BRACE ReviDal Description / (�) `u� ELEVATION VIEW OQ ?m ISSUED t)^ CORNER POST / COLUMN ''-PLAN - TYPICAL DIAGONAL ROOF BRACE CONNECTION UPRIGHT DETAIL 2500 PSI MIN. CONCRETE STRENGTH COLUMN d ♦ d 2)y MAY. THICK BRICK PAVERS APPROXIMATE REr IN MORTAR ON TOP OF FOOIER r' R O.B. SOLE PLATE 2: dlh a Iq NttN.J da' - COMPACTED OR Q. d I UNDISTURBED SOIL/SAND — W d (1)-#5 REBAR, CONTINUOUS C I I I 3' MIN. CONIC. COVER, 36" MI W .. ; - •'4 I I —I I I LAP SPLICE �0 � d,. d`\ V1 Y: 0x5• CONCRETE SGRM a 24' O.C. `2i§' MIN. CONC. 12" MIN ! �` � Z (M.). IY2• CONEMB EEDMENT (MIN.) LMSEDMENT (nP.) Q U O U) W t) MIN. CONTINUOUS PERIMETER FOOTING �®�` G w TYPCIAL FRONT VIEW OF POST TO �/ Ci �V coc Z x FOUNDATION CONNECTION WITH PAVERS 0 ® d p 0 H Co BEA d ®� w uvi a ALTERNATE J W Y 2x1xJ(' ANGLE V 0 i'- (4) Q12x,/' S.M.. BRACE DRAWN BY: DYK 4' NOMINAL CONCRETE SUB CHECKED BY: DYK (2500 PSI, MIN.) W/6x6x10/10 2•x PURUN `) #12 ANGLE (BRACE) W/ W.W.M. OR FIBER REINFORCED O BER TNT RSECT O EACH SCALE AS SHOWN MEMBER INTERSECTION [POLYPROPYLENE FIBER - DATE; 8111/06 1.5 PO (MIN. PER C.T.] e W06- ANGLE 2' LONG ON UNDESIDM/(4) /12WY4• S.M.S. BEAU MAY EACH fEG (BEAM k BRACE) ' 4. A d 4 0 BE MT OR SLOPED ' d o DO YEON KIM, P.E. ((z) S10s.us. °d.• •xa: d+ (ryp. EACHCH END) 2x3 BRACE FLA REG. NUMBER 49497 ' .. ♦ ' d'd .���, (SEE PLAN) . £2) #INAi' B.M.S. j < M. EACH END) d. n ♦ ALTERNATE 12) DO KIM&ASCLATES, LLC 2K3 BRACE 7 UNDISTURBED SOIL OR COMPACTED Tampa, FL 3367 33679 CRUSHED UMEROCK (90% PROCTOR) MIN. (1)-15 REBNt CONTINUOUS. SPUCE �•Z( M_uST OVERLAP 20- MIN. PLAN -TYPICAL ROOF `l ] coven C".) BRACE TO BEAM CONNECTION 1 B'(KIN) FOUNDATION/SLAB DETAIL Drawing No. -060811 SHEET 2OF3 General Notes and Specifications: 1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate consideration. 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318. Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318. 3. All dimensions are provided by contractor, 00 Kim & Associates, LLC have made interpretations where necessary. 4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer, to verify host structure capacity. 5. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy; for secondary components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted. 6. Unless otherwise noted, SMB shall be stitched with #10x3/4" SMS at 24"o.c., top and bottom. 7. Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise. 8. Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table. C-1022 Low Carbon Steel SMS & Self -Drilling (TEK) Screws (Industry Standard Screws) Screw Nominal Screw Diameter (in) Minimum Edge Distance Minimum Center to Center Distance #14 (1/4") 0.250 V2" s/;' DO KIM 6a ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Bog 10039 Tampa, FL 33679 Tel: (813) 374-0321 IDI]=I ISSUED I J w ci p C W U c OJ z U W Z o Z it C) co cL = J W d U O DO YEON KIM, P.E. FLA. REG. NUMBER 49497 9. Structure has been designed to meet the 6'" Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, VdI, is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, ° KI 8 26887,EB,LLC P 9 9 Y 9 P 9 P A#zsa8T OC' 2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO). 9 Ta a, FL 33679 10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws I g,tl•cT or approved equal. 11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements and the screen enclosure per 454.2,17.1.11. if enclosing a pool. I Drawing No. - 060811