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HomeMy WebLinkAboutTurner jobTu R f",f E ~ ,_3c01 T~r,JJ'.I\( C!lZCUt ~f 'PI l!' 1'7.C C (-"q_,, l ~· ~--,.-v. . .::· I S'b fr' pt-,. l,/v1 , f,tp. C,:,, -00 --! I -<$: \>h N ,s, (} -2 ..o: >· '-~ ,+;):,t,, !-' i'.n )<. ,.._ i,,I ..o.,_ N ...J r< .,. •• \,)) ::. hi )\, i,µ, \.i,);N '7 'O' Y"d NX-()'0, ~ €'-:::: r -N 0 :,., ' \.j 4 ;111 11.f; 2-'ZX8 -,z..)(.!.l {!:,€¼, f /I 'i <,, -:&;,z:, \><;"2. (K"Z. i ti ----zz,-------""' "· -P,o,JF~ to·r-JCRJ::'i"t; Pri'11D E30'Gr'tJ!t Cou!r1t\!'D Po~ci-1 §Lr;f/;. "JT.) -.--er j i I fl i {. l (< ¼ ,. ill . _.._, H '• 16 ""' " --)(0 ~,~ l;-1 -¼ti. _.s Ab r "' N "-sic<" ->I. {:-\'I -¼. l _,,_ -'c;!-----~ DO VEON KIM, P .E. FLA. LIC. NUMBER 49497 CA.# 26887 DO KIM & ASSOC., LLC P.O. BOX "10039 TAMPA, FL 33679 (813) 875-9955 3' x 3' x 0.050' MIN, 6063-T6 ALLOY PLATE DR STRONGER CONE SIDD \./ITH (3) -#12 x ¾' S,M,S, EACH SIDE AS SH□w'N <¾' MIN, PLATE EDGE DISTANCE & C-C FASTENER SPACING) 3' x 2' x 0,050' MIN, 6063-T6 ALLOY PLATE DR STRONGER <□NE SIDD (3) -#12 x ¾• S,M,S, EACH SIDE AS SH□w'N c½,• MIN, PLATE EDGE DISTANCE & C-C FASTENER SPACING) FOUNDATION (5) #12x3/4" S.M.S. 1 x2 O.B. ATTACHED TO BEAM W/ (2)-#1 OX2" S.M.S. INTO SCREW BOSS (1)-1/4".,Jt," S.S. THRU-BOLT W/ ¼" NUT AND WASHER @ EACH SIDE OF BEAM (4) #12x3/4" S.M.S. ROOF BEAM (FLAT OR SLOPED) (4) #12x3/4" S.M.S. EACH LEG. 1' x 2' □,B, PA TI□ SECTION 6' X 5' X 0,050' (11 TOTAL) -#12 x ¾' S,M,S AS SH□w'N <½,' MIN, PLATE EDGE DISTANCE & C-C FASTENER SPACING) 6063-T6 ALLOY PLATE <□NE SIDD DR STRONGER ¾,• ¢ CONCRETE ANCHOR <2 PLACES) IN LIEU OF TYP, ¼' ¢ CONCRETE SCRE'w'S FDR CORNER COLUMN LATERAL "K" -BRACING CONNECTION DETAILS lx5x)(,• ANGLE 6' LONG CTYP. @ EACH BEAM) FACIA TD BE 2x6 (MIN,) S.P.F, DR \./ESTER RED CEDAR STRUCTURAL GRADE 2 MIN, • SEE ELEVATI□NS FDR 'K' BRACE SIZE NOTE, PRIMARY SCREEN ENCLOSURE BEAMS SHALL BE A TT ACHED TD HOST STRUCTURE CONSISTING □F CONVENTIONAL TRUSS/RAFTER FRAMING \./ITH MAX, OVERHANG ND TD EXCEED 30' UNLESS □THER\vlSE NOTED ON PLAN DlvG. 1x1x)f," BY 2" LONG ANGLE, EACH SIDE (TYP.) (4) #14.,JI," S.M.S., 2 SCREWS EACH LEG (TYP.) HOLLOW POST B SPACE SCREWS EQUALLY (TYP.) BEAM STITCHING SCRE\vS (SEE TABLD @ 24' □.C. SPLICE PLATE <EACH SIDE □F BEAM) 5052-H32 ALLOY DR EQUAL, 1/8' THICKNESS I I ---© a:,: tr-� w :-w ::,eiil 0 ::,e i:'i".J i:'i e [Il I ---© #14x¾• SCREw'S <•) <••) <•"•*) BEAM LINE LINE SCREw'S -,/.: �._s')) 'A' 'B'8.'C' TOTAL �\�.,. ,>V' 2x4 3 2 24 (*:llOIOIE) PLATE w'IDTH 12· (,_**> o'c-r1>1,-c 'lo'li>-1.. 'i 2x5 3 3 32 14' ,ilS 2x6 4 2x7 5 2x8 5 2x9 5 2x9<Hw') 6 BEAM CONNECTION DETAIL 2x10 7 2x3x0.070 GIRT/CHAIR RAIL (SEE PLAN) MIN. (4) #10x2" LONG S.M.S. INTO SCREW BOSSES (TYP. ALTERNATIVE) S.M.B. POST (3) #12.,JI," S.M.S., EACH LEG AND (6) #12.,JI," S.M.S. CHANNEL TO BEAM (9) SCREW TOTAL 2x3x0.070 PURLIN BRAKE-FORMED RECIEVING CHANNEL (MIN. 0.062" MATERIAL THICKNESS) 1" x 2 1 /8" x 1" x 3" LG. (TYP. ALTERNATIVE) t)(,11 3 4 5 6 7 7 40 14' 56 16' 64 16' 72 18' 88 18' 96 18' MIN. (4) #10x3" LONG S.M.S. INTO SCREW BOSSES (TYP. ALTERNATIVE) BEAM STITCHING @ 24" O.C. (TYP. TOP AND BOTTOM OF SMB SEE TABLE FOR SIZES) 1 x1 x!f," BY 3" LONG ANGLE, EACH SIDE (TYP.) (3) #12.,JI," S.M.S .. EACH LEG (6) TOTAL (TYP.) PURLIN TO ROOF BEAM CONNECTION DETAIL CHAIR RAIL/ GIRT TO POST CONNECTION DETAIL 2x3x0.045 EAVERAIL ATTACHED TO BEAMS WITH (3)-#1 Ox2" S.M.S. INTO SCREW BOSS. S.M.B. BEAM CD ¼'¢x2' LG. LAG SCRE'w' @ 24' □.C, ENTIRE LENGTH □F GUTTER 2x PURLIN MAY BE SLOPED OR FLAT (SEE PLAN FOR SIZE) SECURE FASCIA TD EACH RAFTER TAIL \vi (I) ¼'<1lx4' LONG PAN HEAD LAG SCRE\vS BEFORE A TT ACHING SUPER GUTTER (DR) (I) ¼'¢x2' LG, LAG SCRE'w'S <TYP. @ EACH BEAM> (1) #12x2' S,M,S @ 12' o.c, (MAX) BET\vEEN BEAMS (2) #10x4" S.M.S. THRU. 2x3 EAVE RAIL INTO PURLIN SCREW BOSSES USE #1Dx1½" S.M.S. @ 24" O.C. TO CONNECT TO 1 x2 O.B. TO 2x3. 1 x2 O.B. FASTENED TO COLUMN/POST W/(2) #1Dx1JI," S.M.S. INTO SCREW BOSSES (EACH END, TYP.) (MAY BE SLOPED OR FLAT) PURLIN FASTENED TO COLUMN/POST WITH (4) #12x1" S.M.S. (EACH LEG) USING �,. THICK FLAT BAR BENT TO FIT (6063-T6 ALLOY) 2x5x.125 ANGLE-2" WIDE WITH (2)-#14x1" INTO BEAM & (2)-#14x1" INTO UPRIGHT. USE #10x1½" S.M.S. @ 24" O.C. TO CONNECT TO 1x2 O.B. TO 2x3. (9) #12x¾" S.M.S. EACH SIDE OF BEAM (TYP.) OR 5' or 7' SUPER GUTTER MIN. 0.090' THICK (6) #12x¾" S.M.S. EACH SIDE OF BEAM FOR 2x5 COLUMN TO 2x5 BEAM ROOF BEAM TO SUPER GUTTER CONNECTION DETAIL #1Dx3/4" S.M.S. @ 2· o.c. SECURE FAS CIA TD EACH RAFTER TAIL \vi (1) ¼'<1lx4' LONG PAN HEAD LAG SCRE\vS BEFORE A TT ACHING SUPER GUTTER ¼• CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE COLUMN/POST SIDEWALL POST/ COLUMN TO PURLIN CONNECTION DETAIL MAIN POST/ COLUMN TO ROOF BEAM CONNECTION DETAIL DD KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 Rev./Date Description � 7127 ISSUED 2015 6 6 6 6 Cl) ...J � () UJ 0 C: UJ c:i 0:: l) Cl) C: 0 Q.) ...J Q.) (.) ,._ z(.) UJCJ) ,._ z Q.) UJ Q.) UJC: z 0::0 0 (.) a: I-Cl) i:-.: 0:::: ...J z l)(.) w CJ) 0:: ....J w >-l) 0 I- DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 8/11/06 DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM & ASSOCIATES, LLC CA#26887 PO Box 10039 Tampa, FL 33679 Drawing No. -060811 SHEET 1 OF 3 (4) #14x3/4" S.M.S. (TYP.) S.M.B. BEAM (3l #14x¾• S,M,S, (TYP. EACH STRAP AND EACH SIDEl 1x2 O.B. 2x2"1f," ANGLE, EACH SIDE (TYP.) (8) #14x3/4" S.M.S., 4 SCREWS EACH LEG (TYP.) 3x3x0.050 MIN. PLATE W/ (3) #14x¾" S.M.S. INTO BEAM AND COLUMN (TYP.) lx5x½,• ANGLE 4' LONG CTYP. @ EACH BEAM) #14x4' S,M,S, vi I 1¾'¢ FENDER vi ASHER AND NEOPRENE GASKET @ 12' □,C, SEALANT #14x½,• SMS vi/ INTEGRAL ¾•¢ v/ASHER AND NEOPRENE GASKET TOP � #14x½,• SMS BOTTOM. @ 12' □,C, (COMPOSITE RO□Fl SLOPE COMPOSITE PANEL (SEE PLAN FDR SIZEl (3)-3/,'9' THROUGH BOLT vl/1¼'9> \./ASHER C □R) SEALANT •-----� S,M,B. BEAM (SEE PLAN FDR SIZEl 3x3x0,093 POST <MIN,l #14xli,' S.M.S. \.//INTEGRAL ¾'¢ \./ASHER AND NEOPRENE GASKET TOP � #14x½' S,M,S. BOTTOM, @ 12' D.C, IF CLEARANCE PROHIBITS INST ALLA TI□N OF TOP FASTENERS USE #14 S,M,S, @ 12' □,C, CDMPLETEL Y THROUGH COMPOSITE ROOF. � S□FFIT HOST STRUCTURE (MASONRY DR \./DDDl EXTRUDED DR BRAKE-FORMED ROOF HEADER DR RECEIVING CHANNEL (0,044' MIN, THICKNESS) \./!TH MIN, I½' BEARING LEG, MAX. DISTANCE FROM BEAM EDGE (TYP.) USE 0.125" MIN. THICK ANGLE (EACH SIDE) OR 0.050" THICK 'U' CHANNEL 6063-T6 ALLOY PLATEW/ (10) #14x1" S.M.S. EACH SIDE (20 TOTAL) S.M.B. BEAM (FLAT OR SLOPED) SEE PLAN FOR SIZE 1 2" MIN. EQUALLY SPACED (TYP.) 1 x2 0.8. OR 2x2 FASTENED TO WALL W/ #14x2" CONCREIE SCREWS @24" O.C. (OPTIONAL) " : · y· :· HOST STRUCTURE (MASONRY OR WOOD) A, . <ti· ,di •. ·. d,. ·. • ' (3) ¼" 0 x 2½" LONG WOOD LAG SCREW OR . "'•, , -� (3) ¼" 0 x :z¼" LONG MASONRY ANCHORS .,,. 4 . HOST STRUCTURE ANCHORS EQUALLY SPACED (TYP.) TYP. BEAM TO HOST STRUCTURE CONNECTION 3x3x0.093 POST (MIN.) � (6) #14x¾• S,M,S. TOTAL, (3) EACH LEG _ "" 31,• MIN, C-C SPACING <TYP.l SCREEN ROOF TO COMPOSITE ROOF General Notes and Specifications: 3' BASE INSERT \.//t)f,• VERTICAL LEGS )a• THICK 6063-T6 ALLOY CTYP,l (2) 'J(i•¢ STAINLESS STEEL DR HOT DIPPED GALVANIZED c□NC. ANCHORS vi/ 2¼' MIN. EMBEDMENT INT□ CONCRETE, <SEE NOTE lOl TOP OF CONCREIE >- Wu "l'.lz Q <[ Q. Wf-->- V) t; �"' SCREEN ROOF TO PANEL/ COMPOSITE COLUMN TO FOUNDATION CONNECTION DETAIL 3' COMPOSITE ROOF PANELS (4) #1 Ox2" S.M.S. THRU. UPRIGHT INTO EAVE RAIL/HEADER SCREW BOSSES #!Ox4' S,M,S, vii 1¼'¢ FENDER \./ASHER AND NEOPRENE GASKET @ 12' □.C, COMPOSITE ROOF TO HOLLOW SIDE WALL HEADER CONNECTION DETAIL CONNECTION DETAIL 1.Cont racto r shc1ll field verify all dimensions before co nstruction and shall notify engineer of discrepancies fo r immediate co nsideration. 2.Concrete shall be minimum 28 dc1y compressive strength of f'c=2500 psi, and be in accordc1nce with the requ irements of ACI 318. Reinforcing steel shc1ll have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordc1nce with ACI 318. 3.All dimensions c1re provided by contractor, DO Kim & Associates, LL( have made interpre t at ions where necessc1ry. 4.The following structures c1re designed to be c1ttached to block and wood frame structures of adequ ate structural capacity. The contrc1ctor shc1ll verify thc1t the host structure is in good condition an d of sufficient strength to hold the proposed addition. If there is c1 question about the host stru cture, the owner (at his own expense) shc1ll hire c1n architect or engineer to verify host structure capc1city. 5.Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 1005-TS3 Alloy, 6005-T5 Alloy; for secondary components 6063-T6, Alloy based on industry standard shapes, thicknesses, c1nd tolera nces unles s otherw ise noted. 6. Unless otherwise noted, SMB shall be stitched with #10x3/4" SMS c1t 24"o.c., top and bottom. 1.Connections using screw bosses shall have minimum (4)-#10x2" per connection un less 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) Nominc1l Screw Diameter Minimum Edge Distance Minimum (ente r to (enter Screw (in) Distance #10 0.188 'l,t ½" #12 0.219 3/s" '/,/ #14 (1/4") 0.250 ½" 'la" 9.Structure has been designed to meet the 71• Edition FBC (2020 FB(). Project is sited where the ultimate design wind speed, v,11, is 150 mph (3-sec gust) for risk cc1tegory I buildings and other structures. Exposure C. Design pressures are from Tc!ble 2002.4, 2020 FB( reduced by 0.88 for screen mesh factor, 0.6 for c11lowc1ble stress design (AS □). 10.Concrete anchors mc1y be "Large Diameter Tapcons" (L T□s). Tapcon concrete screws, Simpson Strong-Tie Anchors or Titian Screws or approved equc1I. 11.Screen enclosure structure shall meet Section 454.2.11 Residential Swimming Barrier Requirements c1nd the screen enclosure per 454.2.11.1.11. if enclosing a pool. DD KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 Rev./Date Description Cl) ...J () UJ C: UJ c:i Cl) C: 0 Q,) ...J Q,) (.) L.. z (.) UJ CJ) L.. z Q,) UJ Q,) UJ C: z 0:: 0 0 (.) a: I-Cl) i:--: 0:::: ...J z l) (.) CJ) C: _J w � l) 0DRAWN BY: DYK CHECKED BY: OYK SCALE: AS SHOWN DATE: 8/11/06 DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM & ASSOCIATES, LLC CA#26887 PO Box 10039 Tampa, FL 33679 Drawing No. -060811 SHEET 3 OF 3