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HomeMy WebLinkAboutTypical Screen Enclosure DetailsJ �' CORDER POST EAVE RAIL _ (Il TOTAL) - 012 1' x 2' O.B. SJLS AS SHOWN N PATID SECTION PLATE EDGE DIST C-C FASTENER Si 0 6'x5'x0.050' O 0 6063-T6 ALLOY PLATE O (ONE SIDE) OR STRONGER K-BRACE 3' x 3' x OA50' MIN. 6063-T6 ALLOY PLATE OR STRONGER (UK SIDE) WITH 2x3x0.O70 CHAIR RAIL (3) - 012 x V4' SPLS, EACH SIDE AS SHOWN (%' MIN. PLATE EDGE DISTANCE K-BRACE C-C FASTENER SPACING) K-BRACE � CORNER POST 3' x 2' x 9050• !@L 6063-T6 ALLOY PLATE OR STRONGER (ONE SIDE) (3) - N12 x Vs SINS, K-BRACE EACH SIDE AS SHOWN f TE EDGE D TANCEMtt PL C'C IV/ FASTENER SPACING) V x 2- ME PLATE FOUNDATION W 0 CONCRETE ANCHOR (2 PLACES) IN LIEU OF TYP. Ir' 0 CONCRETE SCREWS FOR CORNIER COLUMN S.M.S. tx2 0.8. ATTACHED ,TO BEAM W/ (2)-#IOx2• S.M.S.••INTO SCREW BOSS THRU-BOLT O/EACNWASHER NSIDE OF BEAM 012x2- S.kS. O 24- O.C. 1x2 O.B..TO SUPER GUTTER (4) 0121x3/4- S.M.S. ROOF BEAIMj� (FLAT OR 'SLOPED) I (4) /12x3/4' S.M.S.J EACH LEG. 5' or 7' SUPER GUTTER - -- MIN. 0.090• THICK LATERAL "IC -BRACING CONNECTIOWDETAILS - = COLUMN GIRT (CHAIR RAIL) ■ SEE ELEVAT][!1S FOR 'K' BRACE SIZE txl*' BY 2' LONG - ANGLE, EACH SIDE (TYP.) SPACE BEAN STITCHING SCREWS (SEE TABLE) a 24' O.C. SPLICE PLATE (EACH SIDE OF BEANO q q 5052-H32 ALLOY OR EOUAL, 1/8--THICKMESS �& fla. —© J 'N //,4� 0 , Cq yQ r CSvp3 �0 ROOF BEAM CONNECTION DETAIL THESE PLAN . �, ) 1 AY�14 uNL :15��� 1 i , 5t' i iNE 1S OR Al PONSIBILITY S AND ALL PROS r �-` CONTRACTOR OF REC ARE SUBJECT TO ANYCORREC;••. • • _ _ - REQUIRED BY FIELD INSPECTOF;� -' MAY BE NECESSARY I ,LEG MIN. (4) #1OK3- LONG S.M.S. INTO ==—aCOMPLY WITH'" SCREW eossEs (TYP ALmaunvE) E�,NANFSAND 8 SCREW TOTAL EVTO BEAM BEAM STITCHING O 24 O.C. "`� (TYP. TOP AND BOTTOM OF SMB 2x3x0.07TABLE FOR SIZES) PURLIN - -� 0 SEE /— 2x3xO.O7O GIRT/C►WR RAIL: / (SEE PLAN) -. MIN. (4) %FO 10x2' LONG ♦ S.M:S. NSCREW BOSSES 2 SCREWS C 1R '' S.MS.. (TYP. ALTERNATNVE) EACH LEG (TYPJ 1 S.M.B. POST HOLLOW POST 1x5xi�' ANGLE 6' LONG (TYP, a EACH BEAN) - (2) %'0x3' LG. 8 EACH ANGLE NOTE- PRIMARY SCREEN ENCLOSURE BEANS SHALL BE ATTACHED TO HOST STRUCTURE CONSISTING OF CHAIR RAIL / GIRT TO POST CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAY - OVERHANG UN i FACIA TO HE 2x6 MIND S.P.F. OVERHANG NO TO EXCEED LESS OTHERWISE CONNECTION DETAIL NOTED ON PLAN 1) ROOF BEAM TO SUPER GUTTER CONNECTION DETAIL k1404" SCREWS (aaaa) (a) I (az) I Czar) BEAM LINE 'A' LINE 'B'i1'C' SCREWS T TAL PLATE WIDTH 2x4 3 2 24 12' 2x5 3 3 32 14' W6 4 -3� 2x7 5 4 56 16' 2x8 5 5 64 16' 2x9 5 6 72 18' 2x9(HV) 6 7 T 2x10 7 7 1' x 2 1/8- x 1' x 3' LG. (TYP. ALTERNATNE) I-PA:14 OR WESTER RED CEDAR STRUCTURAL GRADE 2 MIN. BEAMS 4WIIH (33))-010x2'AS.M.S.TO - (1) )4'Ox2' LG LAG SCREW a 24' 1= f- - INTO SCREW BOSS. O.C. ENTIRE LENGTH OF GUTTER - 4; PbRUNT (MAY 8E SLOPED SECURE FASCIA TO EACH RAFTER TAIL OR FLAT) ; (2) RAIL S.M.S. RLIN;' RE V/ Q) Ya'OXY LONG PAN HEAD LAG SCREWS EAVE RAIL INTO PURUNSCREW �2x5x.125 ANGLE-Z' WIDE WITH BEFORE ATTACHING SUPER GUTTER Bpi =r (2)-/14x1• INTO -'BEAM Sc (2)-014x1--\ .r INTO UPRIGHT. USE /10x%S.M.S. O 24' O.C. TO CONNECT TO 1x2 O.B TO 2x3. ,+ I 'r USE /lOztl¢- S.M.S. O 24- O.C. 11) Y4 4x2' LIM LAG SCREWS _ _ _ _ TO CONNECT TO 1x2 O.B. TO 2x3. (OR) (T'YP. a EACH BEAR) ^ CI) f12x2' S.M.S 8 12' oc, t11 O.B. FASTENED I TO COLUMN/POSE PURLR( FASTENED TO COLUMN/POST C T� (MAX) BETWEEN BEANS W/(2) %tOx1)f• S;M.S. INTO SCREW BOSSES WITH (4) f1i2x1`"S.M.S. (EACH LEG) OF BEAM CM.) OREACH SIDE--i A 1` (EACH END. TYP.) USINC u. THICK RAT BAR ANTICK CONTINUOUS --SECURE FASCIA TO EACH RAFTER TAIL V/ (D %'0x4' LONG PAN HEAD LAG SCRE BEFORE ATTACHING SUPER GUTTER ,/.• /10x3/4• S.M.S. I:' CONTINUOUS BEAD OF CONSTRUCTION O 2* O.C. ADHESIVE .103' BY 3' LONG ANGLE. EACH SIDE (TYP.) LEG (6) TOTALP(E)A( F+ PURLIN r- /7//�-®��y' CONN �Ty F1`II,flLlC Dv. . REVIEWED Y C01i�I,IA\CEc,b✓ DATE _ T PLANS AND pE? -NUT rNST BE KEPT OR NO INSPECTION WILL BE _1-I4,DE. S.M.B. BEAM MAY BE SLOPED OR FLAT (SEE PLAN FOR SIB x J DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 '&120161ISSUED I J (� 0 C w U CO) C 0 V Z W W N aco H J Q Lu cV a U a P��i�l BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: e111/De DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM 8 SO ATES, LLC .. BEAM FOR 2x5 COLUMN TO�AM j¢• MIN. BEAN EDGE SIDEWALL POST / COLUMN TO PURLIN CONNECTION DETAIL ) ' �� BST (6)j./12xV,- S.M.S. EACH SIDE TO FIT 6063-T8 OFF S'PACIN (N�i OF¢FASTMAXENERS (TYP.) - PO z 0039 DtsrANCE (TYPJ Tam ,FL 79 COLUMN/POST MAIN POST / COLU OOF BEAM CONNECTI N . '&HAUTORCOP Drawing No. - 060811 SHEET 1OF3 i 3' MIN. SEEiP LAN FOR SIZE 1x2 O.B. FASTENED TO CORNE SECTION WITH /14x1Yy' S.M.S.( 24' O.C. i` 2x2)W LE 2' LONC (EACH W/(2) 1114WY4 S.M.S. TO POS & 3/8 0 H.D. GALV. EXP. BOL W/ 2 1/2' MIN. EMBEDMENT PURUN SUPF, t COLUMN/PO4 - - _ c::IGLE. EACH SIDE (TYP.) 2x2xl/a' x 2' L.G. ANGLE S.M.S. WITH MIN. ' %'0 CONCRETE ANCHOR - W/ (4) /12x3/4' S.M.S EDGE DISTANCE _ W/2%' EMBEDMENT INTO (EACH SIDE) ,STRUCTURAL CONCRETE (TYP., NOTE 10) %-0 CONCRETE ANCHOR 1'x2' O.B. SOLE PLATE' W/2)' EMBEDMENT INTO 2'x PURUN STRUCTURAL CONCRETE (EACH SIDE) 41 .91 POST / COLUMN S.M,S. WITH MIN. • )6' ANGLE, EACH SIDE (TYP.) EDGE WITH %'0 CONCRETE ANCHOR W/2%" EMBEDMENT INTO STRUCTURAL CONCRETE (TYP., ^ SEE NOTE 10) 1� 1'x2' O.B. SOLE PLATE BEAM MAY Ys 04K CONCRETE iT; BE FLAT SCREW ANCHOR O 24-� O.C. OR SLOPED AND 9' FROM POST' (TYP.) �O „ O fA k COLUMN/POST �14 O.B. SOLE PLATE I' PLAN - TYPICAL DIAGONAL ROOF -BRACE CONNECTION EDGE�OF�CONCRETE 1' (TYP.) PLAN -VIEW- �. i• • . Z N 3' MIN. (TYP.) AwE Ya'0x2Y' CONCRETE W SCREW ANCHOR O 24' O.C. I rc zo AND 9' FROM POST (TYP.) 1-0 COLUMN/POST 9" 1x2 O.B. SOLE PLATE I A A 1 TYR) .2 Ng PLAN VIEW MAIN COLUMN TO CONCRETE CONNECTION DETAIL. FOUNDATION/SLAB DETAIL 2x5x)(I' ANGLE (2' LONG) V/ (2)-#14 TEKS INTO TOP OF 2x3 EAVE RAIL AND C2)- - N14 TEKS INTO THE FR13NT OF THE CORNER POST i,1x2 O.B. TOP FRAME 2x2xY' ANGLE CUP, CUT AT �, 1x3 O.B. FASTENED TO CORNER CORNER POST A 45' (+/-) ANGLE AND II SECTION WITH /10x2' S.M.S. W/ ATTACHED TO THE SCREEN ROOF 3(j' DIA. WASHER O 18' O.C. BEAM WITH ONE Ys f Ix O.B. SIDE WALL CORNER UPRIGHT FENDER WASHER.ER. BOLT. !i ATTACHED TO BEAM OR SAVE RAIL 1'�� DIAGONAL BRACING SHALL NOT BE,, ATTACHED TO ROOF PURUNS. � 2x2xO.093 BRACE /F (SEE PLAN) ELEVATION VIEW CORNER POST / COLUMN UPRIGHT DETAIL , - COLUMN 2>4' MAY. THICK BRICK PAVERS SET IN MORTAR ON TOP OF FOOTER r O.B. SOLE PLATE Z N eo APPROXIMATE a G - v' d °. e . A • v d PSI MIN. CONCRETE STRENGTH COMPACTED OR UNDISTURBED SOIL/SAND -(1)—#5 REBAR, CONTINUOUS 3' MIN. CONC. COVER, 36' MIN. LF- ,41 I LAP SPLICE 12" MIN.* 1�� MIN. CONTINUOUS PERIMETER FOOTING (4) /12A 2'x PURUN BEAR( MAY BE FLAT OR SLOPEC YR)P. EACH RY)POIOXA . EACH RNATE (1) ANGLE E 4- ANGLE (BRACE) W/ 12x34' S.M.S, O EACH ER INTERSECTION ANGLE 2' LONG ON RSIOEW/(4) /12x%" S.M.S. LEG (BEAM & BRACE) ]RACE PLAN) ALTERNATE (2) 2x3 BRACE — PLAN - TYPICAL ROOF BRACE TO BEAM CONNECTION 1 'CONTRACTOR DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 Qo 2015 ISSUED C � _ ILILI U CO) C 0 N _! U U Z W CD w N W a co Z (�j U W Uj a LLI U DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE B/11/06 DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM SOCIATES, LLC -26887— P OD39 Ta a, FL 33679 a, FL ring No. - 060811 SHEET 2 OF 3 i 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, DO 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 #100/4" SMS at 24"o.c., top and bottom. 7. Connections using screw bosses shall have minimum (4)410x2" 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. 9. 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 1 0.219 3/8-11 1/16 ' #14 (1/4") 1 0.250 Y2" 15/8" Structure has been designed to meet the 51h Edition FBC (2014 FBC). Project is sited where the ultimate design wind speed, Vot,-is- _150_mph (3-sec_ gust) for risk -category I build ings-and-otherstr�ures. Exposure B. Design pressures are from Table 2002.4, 2014 FBC reduced by 0.88 -for screen mesh factor, 0.6 for allowable stress design (ASD). 10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws or approved equal. DO KIM I & ASSOCIATES, LLD CONSULTING STRUCTURAL ENGINEERS PO Box 1OD39 Tampa, FL 33679 Tel: (813) 374-0321 'DI2015IISSUED ' co J w � o c w o U O � J U z w z m w c Z it a co J w u a U 0 DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 8/11/06 DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM-&- SOCIATES, LLC z6887 P x 10039 Taf�.L33679 �• .,17 119JC'Mi . . SHEET 3OF3