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HomeMy WebLinkAboutScreen Enclosure Details3' x 3/ 0,050' MIN. 6063-T6 ALLOY PLATI'.OR STRONGER (ONE SIDE) WITH (3) i ,,#12 x %' S.M.S, EACH SIDE AS SHOWN (%' MIN. PLATE EDGE ➢ISTANCE & C-C FASTENER SPACING) x 2' x 0.050' MIN, 6063-T6 OY PLATE OR STRONGER E SIDE) - #12 x % S.M.S, CH SIDE AS SHOWN MIN. PLATE EDGE ITANCE & C-C STENER SPACING) )_ti _ CORNER POST EAVE RAIL (11 TOTAL) - 912 x 44' 1' x 2' O.B. S.M.S AS SHOWN (Y2' MIN. PATIO SECTION PLATE EDGE DISTANCE & ' C-C FASTENER SPACING) 0 6' x 5' x 0.050, COLUN.N C e 6063-T6 ALLOYYRAIL C (ONE SIDE) OR K-BR 2x3xO.070 CHAIR K-BRACE ©K-BRACEOO 6 t Ii� CORNER POST K-BRACE I' x 2' LOLE PLATE ,\OUNDATION i:`i ' 0 CONCRETE ANCHOR (2 PLACES) .\ IN LIEU OF TYP. Yi 0 CONCRETE SCREWS FOR CORNER COLUMN LATERAL "K" — BRACING = r 1x1A" BY 2' LONG - _ ANGLE, EACH SIDE (TYP.) --CO N N ECTI ON -DETAILS REVIEWED FOR CODE COMPLIANCE =`ST:-LUCIE COUNTY " S.M.S. 2 , 2 SCREWS BO C C EACH LEG (TYP, (5) #12x3/4" S.M.S. IxSx ANGLE 6' LONG HOLLOW POST J tx2 O.B. ATTACHED TO BEAM.W/ (TYP. @ EACH BEAM) (2)-#IOX2" S.M.S. INTO.SCREW BOSS ' /.� (2) Y4'0x3' LG. @ EACH ANGLE 1 (1)-1/a"x>4`�ss.-THRu-eoLr W/ Y.' NUT!AND WASHER NOTE, PRIMARY SCREEN ENCLOSURE BEAMS SHALL BE �f1,1G BEAM STITCHING SCREWS (SEE TABLE) @ 24' O.C. ~ c-y' SPLICE PLATE (EACH SIDE OF BEAM) SPACE SCREWS A A 5052-H32 ALLOY OR EQUAL, 1/8' THICKNESS EQUALLY (TYP.) •.``.� C #14x3,4' SCREWS (x) (xx) (xxx) (xxxx) ] LINE LINE SCREWS PLATE �oQl yp) 31A �s1� BEAM 'A' •B'&'C' TOTAL WIDTH (( G \ �4X B 11 QP4. 2'? 2x4, - .i �' uNE (OSW 2x5 3 3" 32 14' `i. Ct'(*rt`+i'�4X1# sl 54y 2�x6Ylw.�r#s4d :1' t3 - 40 i_ 14 20 5 4 56 16' 2x8 5 5 64 16' 2x9 5 6 72 19i/ MANSARD BEAM 2x9(HW) 6 7 BB /1e' ~-CONNECTION DETAIL _ 2x10 7 7 _�95 ' f 18' FILE • Cop MIN. (4) #tOx3" LONG S.M.S. INTO (3) #12xXi' S.M.S., EACH LEG AND SCREW BOSSES (TYP. ALTERNATIVE) (6) a12xYZ S.M.S. CHANNEL TO BEAM (9) SCREW TOTAL BEAM STITCHING ® 24" O.C. (TYP. TOP AND BOTTOM OF SMB 2%3xO.070 -1 SEE TABLE FOR SIZES) vR RAIL (MIN. 0.062" MATERIAL THIC1 1"x 21/8"x 1"x3"LG. (TYP. ALTERNATIVE) )NG � BOSSES 1­-2%'-1 q PURLIN TO ROOF BEAM CONNECTION DETAIL ixix)(j" BY 3' LONG ANGLE, EACH SIDE (TYP.) (LEG (6) TOTAL (TYP..) ® EACHSIDE OF BEAM ATTACHED TO HOST STRUCTUREyCONSISTING OF CHAIR RAIL / GIRT TO POST CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX. #12x2'/S.M.S. ® 24' O.C. FACIA TO BE 2x6 (MIN.) S.P.F. OVERHANG ND TO EXCEED 30' UNLESS OTHERWISE CONNECTION DETAIL 1x2 O:B.'TO SUPER GUTTER OR WESTER RED CEDAR NOTED ON PLAN DWG. 1 STRUCTURAL GRADE 2 MIN. c"_-` - -�` 2x3xO.O45 EAVERAIL ATTACHED TO (4) �12x3/4" S.M.S. (D Y4'Ox2' LG. LAG SCREW @ 241 =r-":�. ��'- - ~�` _` �- BEAMS WITH (3)-#lOx2" S.M.Sc;_- ` , � S.M.B. BEAM D.C. ENTIRE LENGTH DF GUTTER _ - l INTO SCREW BOSS. _s%- r ` MAY BE SLOPED OR FLAT (MAY UBE SLOPED RUN '4/ (SEE PLAN FOR SIZE) /// I ROOF,' BEAM SECURE FASCIA TO EACH RAFTER TAIL I -- l OR FLAT) (2) �10x4',-S.&1.5: THRU. 2x3 %if U Li (FLAT OR SLOPED) V/ CI) Y'0x4' LONG PAN HEAD LAG SCREWS - _ ¢ BEFORE ATTACHING SUPER GUTTER EAVQ, RAIL INTO PURUN SCREW 2x5x.125 ANGLE-27 WIDE WITH BOSSES'' (2)-j14x1" INTOIBEAM & (2)-#14x1" -_ }�, , � INTO UPRIGHT �/ � • � a f ZJ USE{;1,10x%' S.M.S. ® 24" O.C. - - - n ,1)- ----ANGLE H SIDE TO CONNECT TO 1x2 O.B. TO 2.3. yew ( //� -�(2 FOR 2x8 SMB OR':.LAR6FR.):,{1 �r�: -41 USE &bx%' S.M.S. ® 24" D.C. f � 1 --� - -- - `-•�-L J (1) Y4'Ax2' LG. LAG SCREWS I � - - - - TO CONNECT TO 1x2 O.B. TO 2x3. 1 1 C \ CTYP. @EACH BEAN) �1i2 O.S.FASTENED TO COLUMN/POST ~ ) 111) #12x2' S.M.S @ 12, O.C. PURUN FASTENED TO COLUMN/POST y1 (4) #12x3/4" S.M.S. (MA%) BETWEEN BEAMS W/(2,)' #100Y,' S.M.S. INTO SCREW BOSSES (9) #12x34" S.M.S. EACH SIDE I EACH LEG. f 5 (EACH END, TYP.) WITH (4) #12x1" S.M.S. (EACH LEG) OF BEAM (TYP.) OR 1�' MIN., 3 Y2' MAX. C-C USING Ys" THICK FLAT BAR BEM (6) y�12x�' S.M.S. EACH SIDE SPACING OF FASTENERS (TYP.) II6 THICK CONTINUOUS / ANGLE !� TO FIT (6063-T6 ALLOY) OF BEAM FOR 2x5 COLUMN TO 5' or 7' SUPER GUTTER 2x5 BEAM Ye' MIN. BEAM EDGE MIN. 0.090' THICK DISTANCE (TYP.) COLUMN/POST ,�` COLUMN/POST SECURE FASCIA TOfEACH RAFTER TAIL \ W/ (1) Y'0x4y_LONG PAN HEAD LAG SCRE. S �-\ BEFORE ATTACHING SUPER GUTTER ROOFBEAM TO SUPER GUTTERf SIDEWALL POST / COLUMN TO PURLIN MAIN POST / COLUMN TO ROOF BEAM (j10x3/4' S.M.S. Y4-CONTINUOUS BEAD OF CONSTRUCTION%• CONNECTION DETAIL �, ���.._ ✓ - ®2' D.C. ;ADHESIVE CONNECTION DETAIL ,- _ CONNECTION DETAIL _ DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 0 2015 ISSUED n J Q LL1 C) � C W U c=i) o z U W N W Z Ix o o I_- U) Z ) U W (/) U 0 DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 8M 1(06 DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM AS IATES, LLC A# 268 7 P ox 1 039 Tamp , F 9 Drawing No. - 060811 SHEET 1 OF 3 PURUN SUPPORT COLUMN/POSY--� 2x2x1/8" x 2" LG. ANGLE S.M.S. WITH MIN.' W/ (4) #120/4' S.M.S EDGE DISTANCE (EACH SIDE) %"0 CONCRETE ANCHOR 5 W/2%' EMBEDMENT INTO STRUCTURAL CONCRETE (EACH SIDE) 3" MIN. (TYP.)�y V _ CONNECTION DETAIL SEE PLAN FOR' SIZE 1x2 O.B. FASTENED /i0 CORNE SECTION WITH J14x1Yt" S.M.S.1 24" O.C. )l 2x24' ANGLE 2" ILONG (EACH W/(2) 014x;Y," S.MS. TO POS & 3/8"0 H.D. GALV} EXP. 1301 W/ 2 1/2" MIN. EMBEDMENT I Ya" ANGLE, EACH SIDE (TYP.) _ %'0 CONCRETE ANCHOR �W/2%" EMBEDMENT INTO ..lr' -STRUCTURAL CONCRETE (TYP.�% . SOLE PLATE � \. �f 2'x PURUN --. Z j W Y4"0x2Y4' CONCRETE f .w SCREW ANCHOR 6�24 a o AND 9' FROM POST (' v CORNER POST / COLUMN%� TO=GONCRETE: =; � CONNECTION DETAIL K" ANGLE, EACH SIDE (TYP.) S.M.S. WA%�' EDGE DI %"0 CONCRETE ANCHOR W/2)6' EMBEDMENT INTO STRUCTURAL CONCRETE (TYP., SEE NOTE 10) 1"x2" O.B. SOLE PLATE • ..iS /r/.l. If I. _ NS MIN. (TYP.) - y? W SCR WY4 CONCRETE 01.. ._ (((f I z SCREW ANCHOR O 24' O:C: o AND 9" FROM POST (TYP.) `� v I h U 9, COLUMN/POST 1x2 O.B. SOLE PLATE O O I L It �I--{-I 1' (TYP.) CONCRETE iva v 1. PLAN VIEW l% MAIN COLUMN TO CONCRETEf CONNECTION DETAIL 9, COLUMN/POST \` iz2 O.B. SOLE PLATE\ O BEAM MAY BE FLAT OR SLOPED A 45' I A 5 ATTACH BEAM v BOLT, 1 ATTACH O DIAGON ATTACH I < \ PLAN - TYPICAL DIAGONAL ROOF BRACE CONNECTION I 2x5x1¢' ANGLE (2' LONG) W/ (2)-#14 /- TEKS INTO TOP OF 20 EAVE RAIL AND (2)- / #14 TEKS INTO THE FRONT OF THE CORNER POST II � Ix2 O.B. TOP FRAME :LE CUP, CUT AT Ix3 O.B. FASTENED TO CORNER CORNER POST L) ANGLE AND SECTION WITH 110x2" S.M.S. W/ A THE SCREEN ROOF' DIA. WASHER O 18" O.C. ZONE (1) y"O THRU- FENOl7i WASHER. ix O.B. SIDE WALL CORNER UPRIGHT '0 BEAM OR EAVE RAIL [RACING SHALL NOT BE '0 ROOF PURUNS. BRACE ELEVATION VIEW CORNER POST / COLUMN FILE COFI T DETAIL ,_ 1' CT_YPJ� N? 2500 PSI MIN. CONCRETE STRENGTH y! 5 COLUMN PLAN VIEW APPROXIMATE 2Yz' MAX. THICK BRICK PAVERS 1— S N MORTAR ON TOP OF FOOTER GRAD I I I i II d SCR N O.B. SOLE PLATE Z -I I I .. ° d- d. I I M iV I1 I 11- �I I II I a. a I I I-1�COMPACTED OR UNDISTURBED SOIL/SAND III I ° ,• d III=I� (1)-#5 REBAR, CONTINUOUS T-A 3" MIN. CONC. COVER, 36" MIN =1 I IZZ41 Ittl I I -I I I= LAP SPLICE BEAM SUPPORT COLUMN/POST 2x2x1/8' x 2" LG. W/ (4) 812z3/4' (EACH SIDE) m POST • °....••�d '` A� . '• A.. -III; II III�IMII � II.I�.I Yi OxS' CONCRETE SCREWS O 24" O.C. 2%' MIN. CONC. 12" MIN.* (TYP.), 172- CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.) TYPCIAL FRONT VIEW OF POST TO MIN. CONTINUOUS PERIMETER FOOTING FOUNDATION CONNECTION WITH PAVERS 4' NOMINAL CONCRETE SLAB (2500 PSI, MIN.) W/6x6x10/10 W.W.M. OR FIBER REINFORCED (POLYPROPYLENE FIBER - 1.5 POUND (MIN.)PER C.Y.] d d' e a o.o •• d d 4d' � '.o. • a d ..dd QA 44 °. d a' 'd d . .a UNDISTURBED SOIL OR COMPACTED _ CRUSHED LIMEROCK (90% PROCTOR) MIN. (1)-#5 REBAR CONTINUOUS, SPLICE MUST OVERLAP 20' MIN. 3' COVER OYP.) B'(MIN.) FOUNDATION/SLAB DETAIL v (4) #12x%" 2'x PURUN BEAM MAY BE FLAT OR SLOPED (2) $I Ox2}i TYP. EACH (2) #1OxA tYP. EACH PLAN - TYPICAL ROOF BRACE TO BEAM CONNECTION 1 RNATE (1) i" ANGLE E A' ANGLE (BRACE) W/ '12x1/4" S.M.S. O EACH ER INTERSECTION ANGLE 2' LONG ON RSIDEW/(4) #12x�" S.M.S. LEG (BEAM & BRACE) 3RACE PLAN) ALTERNATE (2) 2x3 BRACE DO KIM 8c ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 0 2015 ISSUED Z 0 — w c W U U) C O J � Z U W N W C Z X O CL COF- H 2 Z U U W (n 0- Lu F- 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 PA SOCIATES, LLC 26887 39 Tampa, FL 33679 I - V-(1 Drawing No. - 060811 SHEET 2 OF 3 J 3' CC ROOF J000t>000000000 000 h_0 0_0_0_0_0_0O_O_ �TANG YP? EACH SIDED UPRIGHT)' (8) #14x3%,4" S.M.S., (4) SCREWS EACH LEG `- (16) TOTAL (TYP. EACH SIDE OF BEAM) e� (4) #14A" S TO ;SrUGl (4)14x3/4' 71 S.M.B. BEAM 2x2A--_ ANGLE, I (n'P) '\ (a) #140//,4," S. EACH LEG (TYP.) 1110x4' S.M,S. W/ IYi 0 FENDER WASHER AND NEOPRENE GASKET 8 12' O.C. 3x2 i 2x6 CARRIER BEAM 'Aham`' TRANSOM (RISER) WALL A." CONNECTION DETAIL Ef7' FILE COPY General Notes and Speciflcations: 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. 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 5/16 1/2" #12 1 0.219 1 3/8"1 9/16" #14 (1/4") 1 0.250 1 1/2" 1 s/B" 9. Structure has been designed to meet the 611 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vult, is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4, 2017 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. 11. Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-H15 or 3105-H25. 12. 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. DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 J W � c U U) O � N J a) U z U W � z c z W- a O r` Z J (�j U w o) a J W >- U DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 8111106 DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM OCIATES, LLC 7 PO Box 10039 Tampa, FL 33679 Drawing No. - 060811 SHEET 3 OF 3 (5) #14xW SMS W/ INTEGRAL �4_.0> �4 MAX. WASHER AND NEOPRENE GASKET PER 12' WIDE PANEL, EO. SPACED (TYP.) (RISER PANS) f (DR) // { SEALANT #14x)¢' SMS W/ INTEGRAL V0 WASHER AND NEOPRENE GASKET COMPDS TE ROOF) 0 TTDM, 000000000 O O O O 000000000 TxO.024 (I LB EPS) COMPOSITE PANEL MAX. SPAN 14'-0' TW SECURE FASCIA TO EACH RAFTER TAIL (1) WO x 4' LONG PAN HEAD LAG BEFORE ATTACHING RECEIVING CHANNE EXTRUDED OR BRAKE -FORMED R1113F HE, OR RECEIVING CHANNEL (0.044' MIN. TI WITH MIN. lil;,' BEARING LEG. (1) WO x 2' LAG SCREW @ IS- O.C. ENTIRE LENGTH OF RECEMNG CHANNEL /--- SOFFIT Y'OXX LAG SCREW 0 12" O.C., (1) WITHIN 3- OF EDGES (TYP.) 1-x2" O.B. (TYP.) WOOD FRAME WALL TYPICAL SCREEN EDGE TO STRUCTURE CONNECTION DETAIL ��. ---- -- #lOx4' S.M.S. W/ IWO FENDER WASHER AND NEOPRENE GASKET @ 12' D.C. 3' COMPOSITE ROOF PANEL O O O .0-= O= ' O O O .O-' O O O O - O -C O O O O O 0.— O O O O O O C =--, O O O'' O O O O" O O O O O O O 0),� O O O O O O C O O ,. � EDGE BEAM (SEFALAN FOR SIZE, MIN./f0.050- WALL i ATTACH EACH SIDE OF UPRIGHT i TO EDGE BEAM WITH (8) JlWx THICKNESS) i S.M.S., INTO SCREW BOSS, (4) SC EACH SIDE (TYP.) lx1X1fi' BY13' LONG ANGLE (TYP. EACH SIDE) (6) #14xY' S.M.S., (3) SCREWS EACH LEG (TYP.) OR 4 ATTACH EACH SIDE OF UPRIGHT TO EDGE BEAM WITH (8) #10x2' COLUMN /P'ST SCREWS EACH SIIDE (TYP.) (4) (SEE PLAN•.FOR SIZE) X'+' CONCRETE ANCHOR Ya' ANGLE, EACH SIDE (TYP.) W/2�'"EMBEDMENT INTO STRUCTURAL -CONCRETE (TYP.) `~a''C: 7{ BEAM SUPPOi�f COLUMN/POST S.M.S. WITH MIN.36 ' (1) %'0 STAINLESS;STEEL DR EDGE DISTANCE HOT DIPPED GALVANIZED, WEDGE ANCHORS W/ 2Ya''MIN. INTO CONCRETE. _ 2x2xl/8' x 2' LG. ANGLE 4' S.M.S W/ H SIDE) (EACH SIDE) ^ ///'''���EMBEDMENT 1'x2" O.B. SOLE PLATE;`„ O O 0 0 cu 4 7f •a. a ,�argg .. 3' MI (TYP.) y Y4 mx2Y4" CONCRETE �I SCREW ANCHOR m 24' O.C. J AND 9- FROM POST (TYP.) 4 ROOM COLUMN TO PLATE M _ 2Wx2' REC. CHANNEL DR ,y `•"'�' -� 2x2 Jfi' MIN. THICK ANGLE �.�'SIDE) (ANGLE LENGTH - DEPTH of-EIEAM) '''•(`5)rs14x3'� S.M.S. (EACH SIDE OF BEAM) .A " HOST STRUCTURE ANCHORS "+ EQUALLY SPACED (TYP.) Trif • • z �k I• N / (2) Ya' 0'x 2Y1' LONG WOOD LAG SCREW OR (2) W x 7Y,' LONG MASONRY ANCHORS 0 HOST HOST STR CTRE (MASONRY OR WOOD) RE DETAIL 1xlA' ANGLE 3' LONG -- and W/ (3) $14x3'4- S.M.S. EAC 2x3 PURUN ATTACHED TO BEAMS WITH (2) #10xUf' INTO SCREW BOSSES(TYP.) USE #10xlh' S.M.S. O 24' TO CONNECT TO ix2 O.B. (9)-�112x3i S.M.S. EACH SIDE OF BEAM FILE COPY ROOF CAP (0 RIDGE SHALL FROM WATER #12xi' S.M.S. W/ INTEGRAL %0/ WASHER AND NEOPRENE GASKEjr- — e B' O.C. f/ / DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 Tel: (813) 857-9955 ISSUED -I-' Q J F- _ d W LU C O U E co ai O C J (TYP.) (1 U W 0 W (D W Z C U a cl) Z U wW W U DRAWN BY: DYK CHECKED BY: DYK THRU BOLT ROOF HEADER/ SCALE: AS SHOWN RECEIVING:�CHANNEL (0,040' MIN.) DATE 10/18/18 TO BEAM W/;Y4'0 BOLT @ 12' O.C. (2)=I)t2YX, S.M.S.,S, 016" O.C., EACH`#ICXI' S.M.S. W/ INTEGRAL -Y4'0 SIDE ,WASHER AND NEOPRENE GASKET @ 42rD,C, TOP & BOTTOM DO YEON KIM, P.E. FLA, REG. NUMBER 49497 DO KIM S CIATES, LLC 6887 P 0039 Tampa, FL 3 79 *), <I i EDGE OF CONCRETE PLAN VIEW I' <TYP.) iu E L Drawing No. - 061205 SUPPLEMENTAL DETAILS