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HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE1 -�P . ' ws, O 3' x 3' x 0,050' MIN.,!6063-T6 ALLOY PLATE OR STRONGERi,(ONE SIDE) WITH (3) - #12 x %'- S.MS, EACH SIDE AS SHOWN (%' MIN. PLATE EDGE DISTANCE 4 C-C FASTENER/SPAOTNc) 11 CORNER PDST 3' x 2' x 0.050' MIN, 6063-TG ALLOY PLATE OR STRONGER (ONE SIDE)# (3) - #12(�x 3'i SAS, K-BRACE EACH SIDEIAT SHOWN r/ EACH MIN, PLATE EDGE DISTANCE C-C FASTENER PACING) I' x 2' fDLE PLATE — EAVE �...�. CII TOTAL) 1' x 2' O.B. S.M.S AS SHOWN <eMIN PATIO SECTION PLATE EDGE DISTANCE & C-C FASTENER SPACING) 6' x 5' x 0.050' ``' - COLUMN 6063-T6 ALLOY PLATE �'`' (ONE SIDE) OR STRONGER' K-BRACE, 2x3xO.07O CHAIR RAIL © O -- K-BRACE � ® O p K-BRACE %' 0 CONCRETE ANCHOR (2 PLACES) -IN LIEU OF TYP. Y4' 0 CONCRETE tSCREWS FOR CORNER COLUMN i\- CONNECTION DETAILS (5) #120/4" S.M.S. 1x2 O.B. AIIACHED TO BEAM W/ (2)-#IOXXZ" S.M.S. INTO SCREW BOSS (1-)_1/4"x)¢" S.S. THRU-BOLT t1W/ y' NUT AND WASHER ,l/+ay® EACH SIDE OF BEAM • 11x2 x0.B. TOSS PER GUTTER (4) #12x3/4' S.M.S. ROOF BEAM (FLAT OR SLOPED) —� (4) #12x3/4" S.M.S.--I EACH LEG. 5' or 7' SUPER GUTTER MIN. 0.090' THICK BEAM TO SUPER GU ;QNNECTION DETAIL GIRT (CHAIR RAIL) ■ SEE ELEVATIONS FOR 'K' BRACE SIZE lx5xYa' ANGLE 6' LONG (TYP. @ EACH BEAM) ` -(2) Y4'0x3' LG. @ EACH ANGLE -Lh.� NOTES PRIMARY SCREEN ENCLOSURE BEAMS SHALL BE ATTACHED To HOST STRUCTURECONSISTINGOF CONVENTIONAL TRUSS/RAFTER`FRAMING WITH MAX. FACIA T BE 2x6 (MIN.) S.P.F. OVERHANG NO TO EXCEED 30' LESS OTHERWISE OR WESTER RED CEDAR NOTED ON PLAN DWG. I STRUCTURAL GRADE 2 MIN. (1) y'OX2' LG. LAG SCREW @ 24' � O.C. ENTIRE LENGTH OF GUTTER SECURE FASCIA TO EACH RAFTER TAIL SPACE SCREWS EQUALLY (TYP.) - RIC BEAM STITCHING SCREWS (SEE TABLE) @ 24 S"` 1_ _ N. ram. SPLICE PLATE (EACH -SIDE OF BEAM),;'-L A A a ? p 5052-H32 ALLOY OR EQUAL, 1/8' THICKNESSa'�x-. '719Fu�is __1 v ��y �•t'lp� #14x-Y4' SCREWS �OJ (7f) (}(1f) (XI[K) (IKXXIK) LINE LINE SCREWS PLATE a`�h4 `�ypD rf ��nx 24p�pZFSII AM 'A' ,B',C' TOTAL WIDTH 2x4224 �QP , Clyp) 4 • uN j SPW pOR 2x5 3 3 32 14' C 2x6 4 3 40 14' 2x7 5 4 56 16' " 2x9 5 6 72 18 ~MANSARD$EAM 2x9(HW) 6 7 eB . Tie CONNECTIOWDETAIL,z; 2,�1Q,_ 18' DO KI M & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 '1 Re atei Description 2015 ISSUED 0 ❑- (3) $12Yh" S.M.S., EACH LEG AND MIN. (4) #10x3" LONG S.M.S. INTO (6) #12xK' S.M.S. CHANNEL TO BEAM SCREW BOSSES (TYP. ALTERNATIVE) (9) SCREW TOTAL BEAM STITCHING 0 24" O.C. (TYP. TOP AND BOTTOM OF SMB J 2x3z0 ;07,�0:,,--��` / SEE TABLE FOR SIZES) lxlx%" BY 2" LONG ..r- =-,s ,3-;.�_ 1 ANGLE, EACH SIDE (GYP.) - J�r 2x3x0:070 GIRT/CHAIR RAIL ` (SEE PL4N) BRAKE -FORMED RECIEVING CHANNEI (MIN. 0.062" MATERIAL THICKNESS) 1"x21/8'x 1"x3"LG. (TYP. ALTERNATIVE) MIN. (4) l Ox2" LONG (4) #14YJJ" S.M.S., 1 S.M.S. INTO SCREW BOSSES • r 2 SCREWS (TYP- ALTERNATIVE) EACH LEG (TYP.) ;..S.M-fig, POSL_ . HOLLOW POST PURLIN TO ROOF BEAM CONNECTION DETAIL CHAIR RAIL / GIRT TO POST CONNECTION DETAIL W/ (1) 1.'Ox4' LONG PAN HEAD LAG SCREWS (2) #10 4' S.M.S. THRU. 2x3-'- - BEFORE ATTACHING SUPER GUTTER EAVE RAIL`INTO PURLIN SCREW= CDR) #1 ox3/4" @2'O.C. BOSSES' ' f USE #lox1-S.MY G 24" O.C. TO CONNECT Tpi1x2 O.B. TO 2z3. (1) Y4'0x2' LG. LAG SCREWS (TYP. @ EACH BEAM) <I) #12x2' S.M.S @ 12' o.c, 1x2 O.B., ASTENED TO COLUMN/POST (MAX) BETWEEN BEAMS W/(2) NIOxUi' S.M.�$i5 INTO SCREW BOSSES (EACH END, TYP.) ANGLE ILK CONTINUOUS ! A SECURE FASCIA TO EACH RAFTER TAIL ,�. W/ (1) 1;'0x4' LONG PAN HEAD LAG SCREWS i BEFORE ATTACHING SUPER GUTTER ,x ' 2x3%O.O45 EAVERAIL ATTACHED TO BEAMS WITH (3)-#lOx2" S.M.S. - INTO SCREW BOSS. - `;-.,_• �-..•_ ems' ^� j" 2x5x.125 ANGLE-2" MDE;,WRH (2)-#14xl" INTO BEAM -& (2)-#14x1' INTO UPRIGHT. >/ -` �USE- #10x1)4P S.M.S. 024" O.C. — TO', CONNECT TO 1x2 0.8. TO 20. r PURLIN FASTENED TO COLUMN/POSE #12xl" S.M.S. (EACH LEG) ) Ok}� (TYP.�•Q•R EACH SIDE - UWITHG(4) TO FR�(60 31CT6 ALLOY) K FLAT BAR BENT (6)#,#12x% S.M.S. EACH SIDE OF. BEAM FOR 2x5 COLUMN 70 2x5jBEAM \ COLUMN/POST FL' -'1 SIDEWALL POST / COLUMN TO PURLIN ADCONTINUOUS BEAD OF CONSTRUC7IDN> \ CONNECTION DETAIL - ADHESIVE � W U � C W o D BY 3' LONG U (1)LE, ur)g" EACH SIDE (TYP.) O J #12A" S.M.S., EACH (6) TOTAL (TYP.) U Z W W LLJ Z O O a I_- u) � Q z U U W (n a U 0 DRAWN BY: DYK CHECKED BY: DYK S.M.B. BEAM SCALE: AS SHOWN -MAY BE SLOPED OR FLAT DATE: 8111106 EE PLAN FOR SIZE) ,r W MIN., 3 Yz' MAX, C-C SPACING OF FASTENERS (TYP.) 1 )�' MIN. BEAM EDGE ANCE,n_CTiYFj.YI I L ro } LUMN TO ROOF BEA CONNECTION DETAI L_g1-;: DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KII?SOTES,CIALLC 26887x 10039 FL 33679 Drawing No. - 060811 SHEET 1 OF 3 N SUPPORT �.h WN/POST - Ys"'ANGLE, EACH SIDE (TYP.) 'elS.M.S. CONCRETE W/ (4)8" x 12x3/4Y LG. ANGLE W/ I ' S.MS WITH MIN.' EDGE WITH %" ANCHOR 2 'C J (EACH SIDE) %-0 CONCRETE ANCHOR � STRUCTURALCONCREiE (TYP., E NOTE 10) � 1"z2' O. O E PLATE o o W/2%- EMBEDMENT INTO _ STRUCTURAL. CONCRETE (EACH SIDE) • , N� ~. .r �1. .i J 3' MIN.` (TYP.) jJ'�{/ Y4 �4 CONCRETE{ l J 2!W SCREW ANCHOR O ;24' O.C. z AND 9" FROM PO (TYP.) p"u L. rr COLUMN/POST / �--1x2 O.B. SOLE W SEE PLAN•FOR SIZE } s 1x2 O.B. FASTENED TO CORNER SECTION WR}V%14xl)S' S.M.S.O 24" D.C. ' 2446' ANGLE 2" LONG (EACH SIDE) W/(2) J1kIcY" S.M.S. TO POST & 3/8 0 H.D. GALV. EXP. BOLT W/ 2 1/2j MIN. EMBEDMENT SAS. WITH MIN. %' )j' ANGLE, EACH SIDE (TYP.) EDGE DISTANCE %'0 CONCRETE ANCHOR W/2%' EMBEDMENT INTO STRUCTURAL CONCRETE M?.. ^ SEE NOTE 10) 1'x2' O.B. SOLE PLATE .:i 3' MIN. (TYP.) rc Yi 0x2V' CONCRETE SCREW ANCHOR O 24" O.C. c AND 9" FROM POSE (TYP.) yU S � E II G EDGE OF CONCRETE EDGE OF CONCRETE COLUMN/POST 1x2 O.B. SOLE PLATE 1 .. `," 1' (TYP.) Ng PLAN VIEW MAIN COLUMN TO CONCRETE CONNECTION DETAIL LG. ANGLE 4' S.M.S POST 2'x PURUN 2x21v ANGLE CUP, CUT AT A 45' (+/-)I�ANGIE AND ATTACHED TO,'ITHE SCREEN ROOF BEAM MAY BE FLAT SEAM WITH ONE (1) Y4'0 THRU- BOLT, WITH OR SLOPED ^ ji FENDER WASHER. ATTACHED TO BEAM OR EAVE RAIL O DIAGONAL BRACING SHANOT BE ATTACHED TO ROOF LL PURUNS. A 24,10,093 BRACE (SEEeP.I'JW) PLAN - TYPICAL DIAGONAL ROOF BRACE CONNECTION J `\ ,,-- COLUMN 2$" MAX. THICK BRICK PAVERS SET IN MORTAR ON TOP OF FOOTER O.B. SOLE PLATE Z IN N Y4 Ox5' CONCRETE SCREWS O 24" O.C. 2%' MIN. CONIC. (TYP.), IX" CONIC. EMBEDMENT (MIN.) EMBEDMENT (TYP.) TYPICAL FRONT VIEW OF POST TO 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,) 1x3 O.B. FASTENED TO CORNER SECTION WITH +10x2' S.M.S. W/ %" DIA. WASHER O 18" O.C. 40 2x5xW ANGLE (2' LONG) V/ (2)-N14 TEKS INTO TDP OF 20 EAVE RAIL AND C2)- N14 TEKS INTO THE FRONT OF THE CORNER POST L1x2 O.B. TOP FRAME CORNER -P13ST •1x O.B. SIDE WALL CORNER UPWGHT ELEVATION VIEW CORNER POST / COLUMN UPRIGHT DETAIL DO KIM & ASSOCIATES, LLD CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 IDI7% 1ISSUED fT PSI MIN. CONCRETE STRENGTH '4 e 1 q4CO AleCOMPACTED OR Q 4•UNDISTURBED SOIL/SAND = W4(1)-#5 REBAR, CONTINUOUS 3" MIN. CONC. COVER, 36" MIN. LLI LAP SPLICE U � �MEM I O 12' MIN.* C JU V Z ILL MIN. CONTINUOUS PERIMETER FOOTING 0) w (4) P12W'Yi 2'x PURUN . d ' - - BEAM MAY ♦ .�.. a" e4 .� ' . •. BE FLAT OR SLOPEC • d ems.• (2) j10x2Xt a . (TYP. EACH _ (2) /lox.* !. e (1YP. EACH A' '4 4. •e �' • •• •UNDISTURBED SOIL OR COMPACTED _ CRUSHED UMEROCK (90)L PROCTOR) MIN. (1)-05 REBAR CONTINUOUS. SPLICE MUST OVERLAP 20' MIN. 8'(HINJ 3" COVER (TYP.) FOUNDATION/SLAB DETAIL cZ It .0 co I— rx J Q Z cf) IL ALTERNATE (1) V W 2xly,%' ANGLE Q BRACE DRAWN BY: DYK 2'xl-)A" ANGLE (BRACE) W/ CHECKED BY: DYK (4) /12WY4" S.M.S. o EACH SCALE: AS SHOWN MEMBER INTERSECTION DATE: 8111106 2x2*%" ANGLE 2' LONG ON UNDERSIDEW/(4) /12x)e' S,M.S. EACH LEG (BEAM & BRACE) PLAN - TYPICAL ROOF BRACE TO BEAM CONNECTION 1 DO YEON KIM, P.E. BRACE FLA. REG. NUMBER 49497 PLAN) ALTERNATE (2) DO KI SO IATES, LLC 2x3 BRACE C 2 7 x 39 Tamp , `. (W •'4 Drawing No. - 060811 SHEET 2 OF 3 O 12' O.C. 2x PURUN (MAYBE SLOPED OR FIAT) 3' COMPOSITE. ROOF PANELS FENDER WASHER @ -1..2' D.C. _ DO KIM ASSOCIATES, LLC - CONSULTING STRUCTURAL ENGINEERS / (MIN. 4' NOMINAL SLAB) ��.a•.. % �..: w, 2 , , •. : /' ;, 1 : li 2x2xJ6' LE. EACH SIDE J •; f •a COMPOSITE PANEL �,• •%•.: •'� (2)-WO THROUGH BOLT �d . • ' (3) #14x S.M.S. (4) 014xl S.M.S., (2) SCR W/IYi 0 WASHER '• • ' ' EACH LEG ) / I) AND 'EACH HS DE STRAP S.M,B. BEAM (SEE PLAN FOR SIZE) t 3x3x0.093 POST (MIN.) SCREEN ROOF TO PANEU COMPOSITE' CENTER NOTCH POST F - FACIA TO BE 2x6 (HIN.) S.P.F. __`a"COLUMN TO FOUNDATIONS (CEDAR IS NOT ACCEPTABLE), STRUCTURAL GRADE 2 MIN. ��� - 12) 2x2x)6' ANGLES li SCREEN ROOF TO COMPOSITE ROOFS CONNECTION-DETAIL4�TYP. EACH SIDE OF BEAM) v F - #lOx4' S.M.S. V/ 1SY0 FENDER WASHER \.M.B. <0 Y4'Ox2' LG, LAG SCREWCONNECTION DETAIL�- -SANDNEOPRENE GASKET @ 12' O.C. (TYP. @ EACH BEAM) & (1) #14x1J' @ 12' BETWEEN BEI S R COMPOSITE_fba BEAM ROOF PANELS�.F.. - -� � _-_ _ _ �. (SEE PLAN FOR SIZE) #10x(PANEL THICKNESS+1') S.M.S. W/ IY4'0 FENDER WASHER �,-/ 000 0 0 0 0 0 0 00-0 AND NEOPRENE GASKET @ 12' D.C. 3 COMPOSITE O O O O O O O 0 �- �• s „},} --'•-- RDOPANEL`_-�>��• J O O O O O O O O 0 O O 0 (8) 814x3%4� S.M.S., (4) SCREWS SECURE FASCIA TO EACH,RAFTER TAIL r �` f• EACH LEG (18) TOTAL SUPER W/ <1) y'Ox4' LONG PAN HEAD LAG SCREWS O,-.O'er O O O O O O O O O Ya' PANEL _ (TYP. EACH SIDE?OF BEAM) GUTTER BEFORE ATTACHING SUPER GUTTER O' O O O O O O O O O O C JJJjjj WIDTH MAX. \ Ix5x]6' ANGLE 4' LONG ' 0000000000 00000000000 C PATIO SIDE WALL HEADER `= "- (TYP. @EACH BEAM) . !��•' _ - (SEE PLAN FOR SIZE) (4) {It4z1}'`S.M.S. ('TYP. ®EACH BEAM) (4) #1 �" S.M.S. THRU. UPRIGHT�_�_. Y(;Y)r14z1� S.M.S. m 12" MAX. BETWEEN BEAMS ( EDGE BEAM i -INTO EAVE RAIL/HEADER SCREW ) TRi tQM-'(RISERMALL' (SEE PLAN FOR SIZE. ATTACH EACH SIDE OF UPRIGHTBOSSEs CONNECTION DETAIL 1i MIN. 0.050" WALL TO EDGE BEAM WITH (8) #lox2' 1 e / THICKNESS) I I S.M.S., DE SCREW BOSS, (4) SCREWS CO POSITE ROOF TO HOLLOW SIDE WALL HEADER General Notes and Specifications: EACH SIDE (TYP.) CONNECTION DETAIL P 1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate COLUMN/POST _-_�-- consideration. (SEE PLAN FOR SIZE) i i r - - - 1 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318. f ' Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318. "..COMPOSITE ROOF TO HOLLOW EDGE BEAU 3. All dimensions are provided by contractor, DO Kim & Associates, LLC have made interpretations where necessary. `CONNECTION=DETAIL ;= y 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. 7g'/wcLE:=EACH S(oE (7YP.) = 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 S.M.S. WITH MIN. �6'�,'"v! ' Y"0 CONCRETE aNcO'gR components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted. EDGE DISTANCE,,-, W/2% EMBEDMENT INTO � - P Y Y P STRUCTURAL CONCRETE (TYP.) ,. 6, Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.c., top and bottom. I"x2' O.B. SOLE PLATE 7. Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise. 8. Unless otherwise shown, screws shall have minimum ed a distance and center -to -center distances as shown in this table. nks 7 6' S.M.S. W/INTEGRAL %' 0 WASHER AND IRENE GASKET@ 12' D.C.';-TOP & BOTTOM. EXTRUDED OR BRAKE-FORMED_RDDF HEADER OR RECEIVING CHANNEL (0.044'- MIN. THICKNESS) WITH MIN. 06' BEARING LEG. 1ro 10-0-0-0 o-O-O-O-OC1 ♦. .. �'Z 71~iI �... . Q . f BEAM LY"0x2Y4" CONCRETE SCREW ANCHOR O 24" O.0 91,AND 9• FROM POST (TYP.) COLUMN PO�'>< 1x2 O.B. SOLE PLATE O O o Ce= EDGE OF CONCRETE,/ - -+�—V (TYR) N SCREEN ROOM COLUMN TO CONCRETE/MASONRY 3x3xO.093.-POST (MIN.) (6) #140/4 S.M. TOTAL, (3) EACH LEG ' MIN. C-C"SPACING (TYP.) i 3' HASE INSERT W/1)6' VERTICAL LEGS )6' T71CK 6063-T6 ALLOY (TYP.) (2) %'0 STAINLESS STEEL OR HOTI)DIPPED GALVANIZED WEDGE ANCHORS W/ 2Y4' MIN. EMB DMENT INTO CONCRETE. TOP OF CONCRETE 2" I.G. ANGLE 0/4" S.M.S L0-O;0-;000808000 000 0000()000000000 000 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 ' ++/2" #14 (1/41 0.250 Y2^ 5/;• 9. Structure has been designed to meet the 6" Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Wit, 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 (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. PO Box 10039 Tampa. FL 33679 Tel: (813) 374-0321 Qo 2017 ISSUED J W C W U vi O U Z U W W N c Z W a O F_- C0 Z (�j U W u) d LIJ U 0 F- DRAWN BY. DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 8/11/06 DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM ASS IATES, LLC 6Be P ox 10039 Tam 3679 6 . (%I c if Drawing No. - 060811 SHEET 3 OF 3