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HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE DETAILS' ram.., 3' x W x OA50' NW i6063-T6 ALLOY PLATE OR STRONGEW (ONE SIDE) WITH (M - 012 x %' S MS, EACH SIDE AS SHOWN ( MN, PLATE EDGE DISTANCE x c' x Q050' KIN. 6063-T6 A1? PLATE OR STRONGER E�SDD:> - 012 x -4 S.M.S, CH SIDE AS SHOWN FOUNDATION �CDRNER �PMMT,—EA E� CORNER POST K-BRACE 1' x 21 SOLE PLATE Z V 0 CONCRETE ANCHOR (2 PLACES) IN LIEU OF TYP. %' 0 CONCRETE SCREWS FOR CORNER COLUMN (5) 1120/4' S.M.S. 1x2 OJIL ATTACHED TO BEAM W/ (2)-flox2• siA.s. INTO SCREW am W/ 9�4NUUTT AND SM WWASHER�LT [i�('0 EACH SIDE OF BEAM /12x2- S.M.S. O 24' O.C. Ix2 O.B. TO SUPER GUTTER (4) j12x3/4- S.M.S. ROOF BEAM (FLAT OR SLOPED) ((1)-2x234' ANGLE. EACH SIDE (2 FOR 2xa SMB OR LARGER.)- - - 8' (4) f 120/4' S.Y.S. ' EACH LEG. 5' or 7' SUPER GUTTER MIN. 0090' THICK 1' x 2' D.B. PATIO SECTION 61x5'x0.050' —6063-T6-ALLOY-PG (ONE SIDE) OR SIM K-BRACE- 2x3xO.O7O CHAIR RAIL BRACE K-BRACE LATERAL "K" - BRACING CONNECTION DETAILS SCANNED �AC BEAM STITCHING SCREMS (SEE'TABLE7 ! K24 OC�A"a�.�} OWN (AN MIN: - t �0t} f a` « � - .` - SPLICE PLATE (EACH SIDE OF BEM; ,, DISTANCE L � •� �' ! � SPACE SCREWS A ��i A 509Eig2 ALLOT OR EQUAL, LB' TMCFOiESS=,�?:- .. ER SPACING) y EQUALLY (TYP.).i CDLLRIN --^—` f A rv-� (^ O�_-©_ O s // { �pi 814xY4' SCREWS O O I O., T)+ O LINE LINE SCREWS PLATE � , • t J ,F*31 ��� BEAN 'A' '3'1.'C' TOTAL WIDTH 2x4 3 2 24 12' BAN 2x5 3 3 32 14' i 1� �rJ 2x6 4 3 40 14' 2x7 5 4 56 16' GIRT (CHAIR RAIL)' •' 6 uNE+++ 3= Nib -2x85_ r 2x9 5 6 72 Is, ROOF BEAM 2x9(HW) 6 7 Be Is- ., '1 CONNECTION DETAIL 2x10 7 7 96 IS ■ 5xi6• ANGLE 6' LONG YP, ! EACH BEAN) (2) Y4'/x3' LG. ! EACH ANGLE -` NOTE- PRIMARY SCREEN ENCLOSURE BEANS SHALL BE ATTACHED TO MOST STRUCTURE CONSISTING OF CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX. FACIA TO BE 2.6 MIND S.P.F. OVERHANG ND TO EXCEED 30' UNLESS OTHERWISE DR WESTER RED CEDAR NOTED DN PLAN DWG. 5:1 STRUCTURAL GRADE 2 MIL (1) )"Ox2' LG. LAG SCREW ! 24' O C �TiTDiE LENGTH [IFGUTTER ,. SECURE FASCIA TO EACH RAFTER TAIL �:' W/ (1) Y'Ox4' LONG PAN HEAD LAG SCREWS E RAIL S.MS. T1 BEFORE ATTACHING SUPER GUTTER � L OLIO �i IxIjV BY 2' LONG - ANGLE, EACH SD)E (TYPJ 14) 14tdj' S.M.S., EACH LEG (TYP.) HOLLOW POST — USE ff0a115'tS.MS. 0 24. O.C. - TO CONNECT TO 1x2 O.B. TO 20. fj Yt _ (1) Y'Ox2' I.G. LAG SCREWS C ❑ R) (1) # !EACH SEAM) t%21.B.FASTENED TO COLUMN/PO.'f�/ (MI 1) BET sJts a N ac. W/(2)�fIOx1Y�- S.MSJ INTO SCREW BD= MAX) BETWEEN BEANS �js]1� (EACH END. IW Ala CONTINUOUS 4l i� SECURE FASCIA TO EACH RAFTER TAIL W/ N Y'Ox4' LONG PAN HEAD LAG SCREW$ BEFORE ATTACHING SUPER GUTTER Ta UTTER SIDEWALL f10x3/4- S.Y.S. YIC ' CONTNMUS HEAD OF CONSTRUCTION L O 2' O.C. ADHESIVE C( T BE SLOPED FLAT) DO KIM & ASSOCIATES,yLC— CONSULTING STRUCTURAL ENGINEERS PO Box 10039 w Tampa, FL M679 Tel: (813) 374-0321 2-, 100DW Desch lion W0 'T, w I ISSUED MIN. (4) f 10x3- LONG S.M.S. DIM /12xK•`S.M.S:. EACH LEG AND SCREW BOSSES (TYP. ALTERNATIVE)(6) f 12x)I- S.M.S' CHANNEL TO BEAM 0 SCREW TOTAL BEAM STITCHING O 24' O.C. � �. (TYP* TOP AND BOTTOM OF SMB . 70� SEE TABLE FOR SM3) Q 2x3xo.o7o aRr RAIL `���, (SEE PLAN) lxlx)j• BY 3• LONG V N "i \c BRAD —FORUM RECIENNC CHOMEL ANGLE, EACH SIDE (IMP.) C O Y t: (MIN. O.OW MATERIAL THICKNESS) I' x 2 1/B' x t- x 3' LG. ( LEG(s Z (TYP. ALTERHATWE) V W (` S.M.S(41)NIfO SCREW BO'rS. ES W (TYP. ALTERNATAIE) �14 Z w w`, S.M.B. POST O PURUN FASTENED TO COLUMN/POST WITH (4) f120- S.M.S. (EACH LEG) USR40 THICK FLAT BAR BENT TO FIT 6063-TB ALLOY) \ Y `COLUMN/POSTv PURUN TO ROOF BEAM ~—a, Q CONNECTION DETAIL w u a U LU DRAWN BY: DYK CHECKED BY: DYK 2x3x0.045 EAVQNAIL ATTACHED 7D _�:--_ ���'���1'�-.„��— BEAMS WITH (Sr f 10x2' S NS. y = _ _ Y d S.M.B. BEAM SCALE AS SHOWN INTO SCREW BOSS. _ - MAY BE SLOPED OR FLAT DATE 8/111DB l` �` (SEE PLAN FOR SRE) .?ram 125 ANGLE-2- WIDE'WITH 14x1' INTO BEAM'& (2)-f14x1"- UPPoGHi�/ J/ /t0idj¢ S.M.S. O 24' O.C. — MNNBJNEECCfT TO 1x2 O.B. TO 2x3. IiOF) BEAM M (TYPJ OR H SIDE- w �12x3f' S.M.S. EACH SIDE OF EAM FOR 2x5 COLUMN TO ;2x5 BEAM Z�..=- I J MIN., 3 I¢' MAX. C-C ACING OF FASTENERS (TYP.) DISTIA CEE(TYPJDGE DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM SOCU\TES, LLC P Box 10039 Tampa, FL 39678 )r-1311d Drawing No. - 060811 SHEET 1OF3 COLUMN/POST `$. jb' ANGLE, EACH SIDE (TYP.) 2x2z1/B' x 2' LC. ANGLE S.M.S. WITH MIN. ib' ,�+9b'e CONCRETE ANCHOR 2x5 ANGLc ca• in�r.�y/�2rlll4--- }`v i [TEAM _ _ - - tirINTO TOP DF 2x3 EAVE RAIL AND (2)- ,,,;r W/ (4) /12x3/4' S.M.S EDGE DISTANCE W/2%* EMBEDMENT INTO _ 'i - '! z "'`�` � N14 IEKS INTO THE FRONT OF THE CORNER POST (EACH SIDE) ——SiRUCTURAt-CONCREFE-- NOTE,10)c s. p p %Vo CONCRETE ANCHOR 174'•O.B. SOLE PLATE W/lib' EMBEDMENT OlTO '' 2'x PURUN- STRUCTURAL CONCRETE t•C'. �y (EACH SIDE) ••, • :: +'\,.. 1x2 O.B. TOP FRAME t �' �� • 1• 1x3 O.B. FASTENED TO CORNER i •� '• • • " A. A 445 '(+u/-) ANGLE AND AT f, SECTION WITH /104- S.M.S. W/ CORNER POST 3' MIN. (IYP.) '-• ATTACHED TO THE SCREEN ROOF' DIA. WASHER O 16' O.C. Y4 �' CONCRETE ` 1F.,�. BE FLABEAM T Y BEAM WITH ONE (1) Ys 0 THRU- =�iC SCREW ANCHOR O 24' D.C. OR SLOPED _ — LT -WITH -FENDER -WASH x O.B. SIDE WALL CORNER UPPoGHi ciu MID--9' FRS - — — TDtCFiEO-TO BENA OR FAVE HAIL q DIAGONAL BRACING SHALL NOT BE yc, I OO ATTACHED TO ROOF PURLINS. ~J COLUMN/POST v ?24XO. 83 BRACE SIDEWALL COL -UMW TO CONCRETE 9• �; (sEE PLAN) ELEVATION VIEW CONNECTION DETAIL ixz O.B. SOLE PLATE CORNER POST /COLUMN PLAN - TYPICAL'DIAGONAL_ROOF �.r BRACE CONNECTION I ,c F UPRIGHT DETAIL SEE PLAN FOR#,SIZE - - p 1x2 O.B. FASTENEDTO CDR NER_-� SECTION WITH /14x1Ya' S.M.S.0- ♦ EDliE W--LOONCRETE I' 24' D.C. N PLAN VIEW WW F�t 1 24YA" ANGLE 21 LONG (EACH SIDE) Q W/(2)) 14ry' S.M.S. TO POST h 3/8 0 N.D. CA�V. DP. BOLT y ♦ u o W/ 2 1/2' MIN.'tMBEDMENT S.M.S. WrrH MIN xl' ANGLE. EACH SIDE (TYPJ Ir EDGE OISTANCE'�.` WO CONCRETE ANCHOR , W/2%' EMBEDMENT INTO STRUCTURAL CONCRETE (TYP., SEE NOTE 10) 1'x2. O.B. SOLE PLATE O O O p cki ]�If 3' MIN. (TYP.) jvW O.C. AND B' FROM POST (IYP.)v» 9' COLUMN/POST , - 1 7 1x2 O.B. SOLE PLATE iz EDGE OF CONCRETE 1' (TYP.) PLAN VIEW iy. MAIN COLUMN TO CONCI c> CONNECTION DETAII COLUMN s PAVERS TOP OF FOOTER Ti-ITT DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box IOD39 Tampa, FL 33679 Tel: (813) 374-0321 ieVJDa Desai lion 7127 ISSUED 2500 PSI MIN. CONCRETE STRENGTH L d APPROXIMATE o a d .d: a a J a' COMPACTED OR d. a UNDISTURBED SOIL/SAND = IL I - (1)-15 REBAR, CONTINUOUS C 3 MIN. CONIC. COVER, 36' MIN. _ f. . �•' �. y :'.' i •.. I H I LAP SPLICE O i ' •• ••' • • �7ILk•4�=' ....• U co) O J 12' MIN! N U Ys' Ox5' CONCRETE SCREWS O 24. 0 C 23b' MIN. CONIC N BEAM SUPPORT (lYP•). 1JJ' CONC. EMBEDMENT (MIN.) .. EMBEDMENT (TYP.) V Z W CO \d 240/9' x 2';4G. ANGLE � W W/ (4) 012z3�/4' S.M.S MIN. CONTINUOUS PERIMETER FOOTING ; „ sDo TYKAM- FRONT VIEW OF POST TO FOUNDATION CONNECTION WITH PAVERS �; - - - _..% POST -� r NOMINAL CONCRETE SLAB W W.M. OR500 S 10 IBER FIREINFORCEDx10 [POLYPROPYLENE FU30 - 1.5 POUND (MIN.)PER C.Y.) • . . •'• d. If • •d. .�• ' . •. ;. . • r4. ' •� • ' UNDISTURBED .q • _ - SOIL OR COMPACTED CRUSHED LIMEROCK (90R PROCTOR) MIN. (1)-f5 REBAR CONTINUOUS, SPLICE MUST OVERLAP 20' MIN. B'O11NJ 3' COVER MP.) FOUNDATION/SLAB DETAIL (4) %1244 2'x PURUN BEAM MAY BE FLAT OR SLOPED (2) rIoa2 (TYP EACH V EACH Z w O IL cvn J W W CL ALTERNATE (1) Lu 2x1xJ6' ANGLE V BRACE DRAWN Br DYK 2'xt'zlb' ANGLE (BRACE) W/ CHECKED BY: DYK (4) /12xy4" S.M,S. O EACH SCALE: AS SHOWN MEMBER INTERSECTION DATE:: 8/111D6 ' 2x2x16' ANGLE 2' LONG ON UNDER9DEW/(4) /12W S.M.S. EACH LEG (BEAM ✓!< 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 PLAN - TYPICAL ROOF BRACE TO BEAM CONNECTION 1 9 Tam , Drawing No. - 060811 SHEET 2 OF 3 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 7005453 Alloy, 6005-T5 Alloy; for secondary components 6063-T6,1 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. B. Unless otherwise shown. screws shall have minimum edoe 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 #12 0.219 3/8" #14 (1/4") 0,250 1/2 s/a' 9. Structure has been designed to meet the 61" Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, V'11, is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, 2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO). 10. Concrete anchors may be "Large Diameter Tapcons" (LTOs), 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 Requirements and the screen enclosure per 454.2.17.1.11. if enclosing a pool. 6c ASSOCIATES, LLD CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 2017 ISSUED 1 Q _ w U Q W U CO) O U z U W w (v 0 0 � a - - -- Z U U W cn a :3 O DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 8/11/06 DO YEON KIM, P.E. FLA. REG. NUMBER49497 D ItA# OCIATES,LLC 26887 9FL 33679 4 f 1 . `_ . Drawing No. - 060811 SHEET 3 OF 3