Loading...
HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE DETAILSt -1 1 9(]VW 313 ll-tM (S)NO NI ON 210 9-Lis SOC NO ldJA 39 NI 000 SNVld KIM, P.E. 31vcj LICN#LJMESIER 49497 A 31AB'd KIM a a 26887 ........ . .. Z.­,."_ 33 210' Cl WHABd a "C NOISIAI ONI NnOD 31o'mus 0 9 v AU ;N ,-8-CANNE-D F. I-V Al qiRW 'r" -L 3' x 3• x 0.050' MIN. 6063, T6 ALLOY PLATE OR STRONGER (ONE SIDE) WITH (3) - 012 x V4' S-Kif 'EACH SIDE AS SHOWN (%' 14M. PLATE EDGE DISTANCE &-C-_C-FASTENER?SPACING)-- - 3' x 2' x, /M0501 MON 6063-T6 ALL1 $ j�LATE OR STRONGER (3) - N12 EACH SIDE AS SHOWN CORNER CORNER POST AVE RAIL (11 TOTAL) - 1.12 x 1' Y 2' D B SAS AS SHOWN (I¢ PATIO SECTION KATE SIM C-C FASTENER SPAT 6'x5•xO.O50' 6063-T6 ALLOY PLATE (ONE-SIDE)-IR-STRONGER K-BRACE 2x3xD.070 CHAIR RAIL K-BRACE K-BRACE 1' x 2' SOLE PLATE II \\ OTHERWISE COLUMN GIRT (CHAIR RAIL) ■ SEE ELEVATIONS FIR •K•.BRACE SIZE ���TCNDLG SI:REWS <SEE`TABLU @_24_D,C �`- SPLICE PLATE (EACH SIDE OF BEAM) -: `�.m - - A ALB EQUALLY (TYP.) f/"" `� - & ASSOCIATES, LLC fig" `& — — - r — _CONSULTING _ STIR _CTD-RAL ENGINEERS %4 ;PO y Box 10039 Tampa, FL 33679 - - - - - - -- - - - - - -- - - e1,�813J3i4�3 -- „ (a) (ME) (Raw) (Enna) h O BEAM LINE LINE SCREWS PLATE 'A' 'B•L'C' T TAL WIDTH ' R01RJD0t Description S ISSUED 5'4 2x4 3 2 24 12'ppTO 2x5 3 3 32 14' { 2x6 4 3 40 14' p l 111 8 ut P 2x7 5 4 56 16, X. p 2x9 5 6 72 Is, �, ROOF BEAM 2x9(HW) 6 7 Be Is, , p CONNECTION DETAIL 240 7 7 96 of?- KANNED - (3) /12x11' S.N.S., EACH LEG AND MIN. (4) /SOx3- LONG S.M.S. INTO SCREW BOSSES (11P. ALTERNATNE) Lc i ? /12PW $.US. CHANNEL TO BEAM (a) SCREW TOTAL BEAM STITCHING 024' O.C. j� ,• Lucie `° �/�.ounty L W 0 CONCRETE ANCHOR (2 PLACES) TOP AND BOTTOM OF SMB J IN LIEU OF TYP. Y4' 0 CONCRETE r 2x3x0.070• � TABLE FOR SIZES) SCREWS FOR CORNER COLUMN y pUt61Nr— Q a � txlxib' BY 2' LONG 1 LATERAL K' -BRACING '` ' ANGLE, EACH sN (TrP.) - `• `;. 2x3xO.O70 GIRT/CHAIR, RAIL - - ,e''a 0 D _ CONNECTION_DETAIL""S-` (SEE PLAN) r Ix1A," BY 3' LONG V CO) �¢.FORMM RBMRNC CHANNEL ANGLE, EACH SIDE (TYP.) C 0 (MIN. 0.002- MAYMPAL THICKNESS) y y 1 x 2 1/6' x I" x 3" LO. (3) /124" S.M.S., EACH V -- _ - - - - - (TYP. ALTERNATIVE) LEG (6) TOTAL (M.) U Z LLJ MIN. (4) /10x2- LONG s` + Z S.M.S. INTO SCREW W BOSSES Q� (4) j14Mi' S.M.S.' (TYP. ALTIItNAT111E) Ill 2 S REINS C Z w „ •• -` EACH LEG (TYP.), HOLLOW POST - Ito (s) /I2x3/4" S.M.S. lxsxlE;• ANGLE 6• LONG PURLIN TO ROOF BEAM ~ J lx2 O.S.-ATTACHED TO BEAM w/ H Q (2)-/10X2' S.M.S. INTO SCREW BOSS RY"' 0 BE"") CONNECTION DETAIL Z _ (2) y.'Ox3'-LG, a EACH ANGLE V V 0)-I/4'xh' S.S. THRU-BOLT w/ J%CH NUT AND WASHER NOTE- PRIIIARY'a CREEN ENCLOSURE BEAMS SMALL BE O EASRC OF BEAM ATTACHED TO'HOST STRUCTURE CONSISTING OF CHAIR RAIL / GIRT TO POST U 0 CONVENTIONALWRUSS/RAFTER FRAMING WITH MAX. /124" S.M.S. O 24' O.C. FACIA TO BE 2x6 MINJ S.P.F. OVERHANG NO TO,.EXCEED 30' UNLESS OTHERWISE CONNECTION DETAIL DRAWN BY: DYK Ix2 O.B. TO SUPER GUTTER OR WESTER RED CEDAR NOTED O1 PLAN DVG:". CHECKED BY: DYK STRUCTURAL GRADE 2 MIN. .,.L 2x3x0.045 FJWERAIL ATTACHED T0. (4) /120/4" S.M.S. (1) Y'Ox2' LG. LAG SCREW a 24' _^!f. BEAMS WITH (3)-/10x2- S.M.S. _ jx.d S.M.B. BEAM SCALE: AS SHOWN O.C. TIRE LENGTH OF GUTTER 2x PURUN INTO SCREW BO55. 1 v F MAY BE SLOPED OR FIAT ROOF BEAM SECURE FASCIA TO EACH RAFTER TAIL��~ (SEE PLAN FOR SIZE) DATE: 8l11A]6 (MAYG,E SLOPED' (FLAT OR SLOPED) V/ (1) %'Ox4' LONG PAN HEAD LAG SCREWS (2) /lOx4' S.M S THRU. 2.3 BEFORE ATTACHING SUPER GUTTER _ EAVE RAIL INTO PURUN SCREW '' (2)-j p4 ANGLE-2- WI '() BOSSES r'" (2)-/14x1' INTO BEAM (2)-/11x1 f v INTO UPPoGHT. y jJ N USE /10xS.MS. O 24" O.C. 1 TO CWNNECY TO 1x2 O.B. TO 2x3. ((1)-2x2r1i6' ANGLE EACH SIDE $,P.E. (2 FOR 2x6 SUB OR LARGER.) ' S USE /10xt►¢' S.M.S. a 24' O.C. FLA. REG. NUMBER 49497 TO CONNECT TO 1x2 O.B. To 2x3. q c» !:•Ox2• LG. LAG SCREWS � \\ ` t CTYP, e EACH BEAM) — — — — \.- `•',t, C O R (1> •12x2' S.M.S a 12' o.c. Ilx2 O.B. FAsrL7NED TO COLUMN/POST PURUN FASTENED TO COLUMN/POST ' (4) /l2x3/4- S.M.S. MAX) BETWEEN BEAMS W/(2) /10x1)l' S.M.S. INTO SCREW BOSSES WITH (4) /12x1' S.M.S. (EACH lEC) �, (9) /,12KV4" S-US. EACH SIDE t, USING THICK FLAT BAR BEM �Y OF SEMI (TYP.) OR MIN., 3 11' MAX C-C 4• DO KIM SOCIATES. LLC EACH LEG. L (EACH ENO, 7YP.) g 1b ev S.M.S. EACH SIDE ACING OF FASTENERS (TYP.) r 1(x' THICK lX1NTINWUS TO FIT LiD63-TO ALLOT') ) OF EMI FOR 2x5 COLUMN TO P BOX 10039 5' or 7' SUPER GUTTER ANGLE MIN. 0.090' THICK 2x5`BFAN �, MIN. BEAM EDGE a� ` DISTANCE (TYP.) Tampa, FL 39679 cowMN/Posy:: !1 ' L COLUMN/POST r,' SECURE FASCIA TO EACH RAFTER TAIL ,^ W/ (1) Y4'Ox4' LONG PAN HEAD LAG SCREWS f ti BEFORE ATTACHING SUPER'GUTTER ROOF BEAM TO SUPER GUTTER ' /Ioxs/4- S.M.S. Y,• t:aNTIMIrDIs BEAD pF cri� TION SIDEWALL POST COLUMN TO PURLIN MAIN POST /COLUMN T CONNECTION DETAIL O 2' O.C. ADHESIVE y.' CONNECTION DETAILS CONNECTION D t� �� Drawing No. - Oti0811 SHEET 1 OF 3 PURUN SUPPORT •"COLUMN/POST 2x2x1/9x 2�LC-' GI W/ (4),j12x3/4'lS.MS .. CFi--SIDE) _%-0 CONCRETE ANCHOR ' J W/2W EMBEDMENT INTO O O ��• i ' STRUCTURAL CONCRETE ,r (EACH SIDE) 3' MIN. (TYP.) SEE PLAN FOR /fSIZE 1x2 O.B. FASTENED TO COR E SECTION WITH 114x1)i " S:M.S•1 24' O.C. 2xW ANGLE 2' LONG'(EACH W/(2) 114rY4" S.M.S.S10 POS h 3/8 0 H.D. GALV. EXP. SOL W/ 2 1/2' MIN. EMBEDMENT Jb.-ANGLE, EACH SIDE (TYP.) S.M.S. WITH MIN. CONCRETE ANCHOR EDGE DISTANCE W/2}fj' EMBEDMENT INTO NOTEO.B. 1 •x2' 0.860LE PLATE N41,cv_ 1 _ _ J w Y4'ox2Y4• CONCRETE � � SCREW ANCHOR O 24 'O.C. EDGE OF $.M•5. WITH MIN. •! )6' ANGLE, EACH SIDE (TYP.) EDGE DISTANCE,, r )file CONCRETE ANCHOR / W/2%' EMBEDMENT INTO STRUCTURAL CONCRETE (TYP., SEE NOTE 10) 1'x2' O.B. SOLE PLATE yf I •.. •Jo- 2 W 3' MIN. (TYP.) Y4"Ox2Y� CONCRETE Jf(y 2�cci 1� z SCREW ANCHOR O 24" O.C. AND 9' FROM POST (TYP') - 9' OST c ri 1x2 O.B. SOLE PLATE o ei .. 1 O f, EDGE OF CONCRETE 1 I 1' (TYP.) PLAN VIEW : )LUMN TO 9, COLUMN/POST lx2 O.B. SOLE PLATE 40.i 1' (TYP.) F BEAM 2x5x)(I' ANGLE (2' LONG) V/ (2)414 -. INTO TOP OF 2x3 EAVE RAIL AND (2)- _ - �TEKS #14 TEKS INTO THE FRONT OF THE CORNER POST !r PURUN •- ,` —rxz-oe: TDP-FwIME 2x2YX ANGLE CUP, LIT AT lx3 O.B. FASTENED TO CORNER CORNER POST A 45' (+/-) ANGLE AND, SECTION WITH jlOx2' S.M.S. W/ BEAM MAY ATTACHED TO THE SCREEN ROOF BEAM WITH ONE (1) Y4'O�TIIRU- 9fl' DIA. WASHER O 1B• O.C. BE FLAT OR SLOPED -- - - - - - -- - - - -- - -- BOLT, WITH FEND EERR WAS ER. ATTACHED TO BEAM OR EAW PAL _ - - - - - - - - - - Ix O.B. SIDE WALL CORNER UPRIGHT - - - - - - - - -- - - - - - - 9 sBRACING=SHALC4+OT�E---1-1-- ATTACHED TO ROOF PURU S. 24.0,093 BRACE (SEE PLAN) ELEVATION VIEW PLAN -TYPICAL DIAGONAL ROOFS CORNER POST / COLUMN UPRIGHT DETAIL RPArr i'f11jNrrTInA1 _ ,- COLUMN 216' MAX. THICK BRICK PAVERS SET IN MORTAR ON TOP OF FOOTER • O.B. SOLE PLATE Z N BEAM SUPPORT',-, Ys' 0.5' CONCRETE SCREWS O 24" O.C. 2%' MIN. CONIC. COLUMN/POST �- (TYP•)• IX* CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.) 2x2xl/B' x 2' LGnANGLE W/ 2x3/4• s;M.s (EACHH SIDE) TYPCIAL FRONT VIEW OF POST TO FOUNDATION CONNECTION WITH PAVERS ..I io POST 4' NOMINAL CONCRETE SLAB (2500 PSI, MIN.) W/Bx6x10/10 W.W.M. OR FIBER NFORCED [POLYPROPYLENE FIBER - 1.5 POUND (MIN.)PER C.Y.) I & ASSOCIATES, LLC CONSULTING —S-T-R-U-GTU-R-AL— — ENGINEERS PO Box 10039 Tampa, FL 33679 1,& 12m I ISSUED I 2500 PSI MIN. CONCRETE STRENGTH L v' COMPACTED OR F a. 4 UNDISTURBED SOIL/SAND - W • (1)-#5 REBAR, CONTINUOUS C 3' MIN. CONC. COVER, 36' MIN. W 11—II — LAP SPLICE O Oc 12' MIN.* U V CID z W MIN. CONTINUOUS PERIMETER FOOTING d W' (4) 112XV4 2'x PURUN • 4 • BEAM MAY • . • .• �'• • :4, ..•• ' . •. BE FIAT OR SLOPEC • 4.. 4 : ((z) j1ox27� A • . 4.i • .• .: (TYP. EACH 4 •' (2) 110 A A • .. (TYP. EACH '4 • •� •' • •, ' •• • UNDISTURBED SOIL OR COMPACTED _ CRUSHED UMEROCK (90x PROCTOR) MIN. (1)-#5 REBAR CONTINUOUS, SPLICE MUST OVERLAP 20' MIN. 3' COVER 9'(NINJ FOUNDATION/SLAB DETAIL Z � c O (L - Z W ALTERNATE (1) uj 2x1xj6' ANGLE V BRACE DRAWN BY: DYK 2-x1'x$' ANGLE (BRACE) W/ CHECKED BY: DYK (4) 112XY; S.M.S. O EACH SCALE: AS SHOWN MEMBER INTERSECTION DATE: 6fl1/136 ' 2x23W ANGLE 2' LONG ON �- UNDERSIDEW/(4) /12x34" S.M.S. EACH LEG (BEAM k BRACE) DO YEON KIM, P.E. 2x3 BRACE FLA. REG. NUMBER 49497 (SEE PLAN) ALTERNATE (2) DO KI SO IATES, LLC 20 BRACE C 2 7 x Tamp , 9 PLAN - TYPICAL ROOF BRACE TO BEAM CONNECTION 1 PODV Drawing No. - 060811 FILL DOUBLE S.M.B..r (SEE PLAN=FOR SIZE) 0-THRU`_BOt1 WASHERS DOU�- BLE S.M.B. BEAM (SEELAN FOR SIZE: (4)- O THRU-BOLT W/ 1}' WASHERS NOTCH POST TO CCEPT BEAM POST DOL N DET NOTCH KNEE BRACE TO ACC­y AM FASTEN WITH (6) #14X%' SMS �y S.M.B. BEAM #14x 4" ® 24" O.C.;:r (SE DOUBLE BEAM (PATIO/S.M.B.) _ E" IAN FOR SIZE) EACH SIDE. OR (2) i'q'+s THRU BOLTS -,�� W/ WASHER fL NUT. 41, �} 2x3xO.044 . .f (1)-#1ox3'q4x4x0 f25 KNEE- BRACE " ® 12" O.C. OR i 'i yr'=�; _ _ , 1. -.-74xy'4" -@ 24" O.C. S.M.S. - - - - -�� - � - - - - -- -- --- - - - IDHEiGHT-OMB — - - - - - — -- - ' (1)-#8xy'4" S.M.S. ��2x2A" ANGLE (EACH 1DE) I ALTERNATIVE)j1CONNE_C 6 E. RRAN__, Ib _ ® 24" O.C., TOP �� ��113 S Wes/ O0500 ICK ill-CHANNE4 6063 Tfi & BOTTOM R'• O Y� PtATE�OR,;�5TR0�„ NGER, FASTE (8) #14=2A4" S.M.S. EAC(y` S1DE O • SJITH'K43=#14X q'_ MS S EACHiS OF. BEAM OR (2) V.'O BOLTS W/ WANER &'NUT. DOUBLED BEAM (SEE PLAN FOR SIZE) BEAM`- ITCHING SCREW ® 24" O.C. #.. a (To. OP AND BOTTOM OF SMB) KNEE(2) RA MIN. NGTH (4)-f{14x%' S.M.S. TYP. BEAM TO DOUBLE CARRIER u' EAM CONNECTION ; == KNEE BRACE CONNECTION DETAIL POST (SEE PLAN FOR SIZE) <3)-%'O THRU BOLT W/ly'0 WASHER BASE INSERT W/ltfz' VERTICAL LEGS Ye' THICK 6063-TG ALLOY DO NOT USE CAST ALUM, BA (TYP.) (4)-%'0 HOT DIPPED GALVANIZED WEDGE ANCHORS W/ 2y' MIN. EMBEDMENT 00 0INTO CONCRETE. :• .• �'••" TOP OF CONCRETE ` �d �. 4.4 se (2)-$14xy'4" S.M.S. THROUGH )i OF 2x UPRIGHT INTO POST ® 12" O.C., (TYP.) CONNECTION DETAIL POST (SEE PLAN FOR SIZE) (3)-%'0 THRU BOLT W/1y'0 WASHER . •a Al •`2' MIN. EDGE DISTANCE (TYP..) 2x SMB 1 4' BASE INSERT W/1)2' VERTICAL UPRIGHT OR O.B. LEGS )¢' THICK 6063-T6 ALLOY (SEE PLAN DO NOT A T A 1M. BAS SNOT A T A 1M. BASS (TYP.) FOR SIZE & LOCATION) (4)-%'0 HOT DIPPED GALVANIZED WEDGE ANCHORS W/ 2Y4' MIN. EMBEDMENT p p © INTO CONCRETE. ;.. • ' •• TOP OF CONCRETE ..e • . •'.. a. 4x4x0.125 POST TO CONCRETE 2' MIN. EDGE CONNECTION DETAIL DISTANCE (TYP.) Genera! Notes and Specifications: 1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate consideration. 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318. Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318. 3. All dimensions are provided by contractor, 00 Kim & Associates, LLC have made interpretations where necessary. 4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host k$ structure capacity. I� 5. Screen density shall be a maximum of 18 x 14 x 0,0131' 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 #100/4" 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 edqe distance and center -to -center distances as shown in this table. & ASSOCIATES, LLC STRUCTURAL ENGINEERS PO Box 10039 I D 12017 I ISSUED ' 07 Q F— LLI c � W U (=i) O C: N J N V U Z w U L Z c Z � O i H W:1 vUj a LLI V DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 8/11 /06 DO YEON KIM, P.E. FLA. REG. NUMBER 49497 9. Structure has been designed to meet the 61h Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed;.. VAt, is Do IM psis os 7TEs, LLC 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, 10039 2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD). Tampa, FL 33679 10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws or approved equal. 11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier RequDrawing No. - 060811 F1(LbFi@00Wz018 454.2.17.1.11. if enclosing a pool. SHEET 3 OF 3 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 #10 0.188 5/15" 1/2" #12 0.219 3/8" 9/ 5" #14 (1/4") 0.250 1/2" 5/8"