Loading...
HomeMy WebLinkAboutSCREEN ENCLOSURE PLANS3' x 3' x 0450- MIN 6063-T6 ALLOY PLATE CR STRONGER (ONE SIDE) WITH (3) - 012 x Y' SRS;'EACH SIDE AS SHOWN (%' MIN PLATE EDGE DISTANCE 6 C-C FASTENER SPACING) r� I/ 3' x 2' x 0.050YMIN. 6063-TS ALLOY PLATE ORj STRONGER GONE SIDE) (3) - 012 x 9:7 SMS, EACH SIDE AS,ISHOVN ()f' HIM PLATE EDGE DISTANCE 6 C=C FASTENER SPACING) 0 EAVE RAIL (11 V x 2- O.B. SM PATIO SECTION C 6' x 5- x 01050- 6063-T6 ALLOY PLATE - (CNE SIDE) OR STRONGER K-BRACE — 2.3.0.070 CHAIR RAIL - K-BRACE CORNER POST V x 2- SOLE PLATE L0 CONCRETE ANCHOR PLACES) IN ylLy/ i LIEU OF TYP. i'0 CONCRETE -� ,SCREWS FOR CORNER COLUMN LATERAL "K" - BRACING CONNECTION DETAILS (5) S12x3/4' S.M.S . 1x2 O.B. ATTACHED TO-BEAUW/ lx5x)§' ANGLE 6' LONG (2)-BIOx2' S.M.S. INTO SCREW BOSS RYP. @EACH BEAM) _ _ '•. (1)-1/4'xA'.S.S: THRU-BOLT (b Y'Ox3' LG ON AN0.E �, W/ Y' NUT AND WASHER NpTE� PRMARY SCI O FACH-SIDE OF BEAM ATTACHED TO NSUI CONVENTIONAL TRI I12x2(S.M.T O 24' O.C. f2 0.6. TO SUPER GOITER FACIA TB BE 2x6 ONIN.) TPF. OVERHANG NO TO 1 / NOTE➢ ON PLAN DI OR WESTER RCEDARED TJT' STRUCTURAL GRA➢E 2 MIN. ;4)'812x3/4' S.M.S. (1) Y'ex2- LG. LAG SCREW @ 24- /� DC ENTIRE LENGTH OF GUTTER T ,BUM SECURE FASCIA TO EACH RAFTER �OR SLOPED) W/ (1) A'0x4- LONG PAN HEAD LAG SCREWS BEFORE ATTACHING GUTTER t SUPER �1022R R� RB SUBURGER.) (1) Y'.x2' LG. LAG SCREWS \ (TYP. B EACH BEAM) C ❑ (4) 112x3 4' SJLS. ICF') / (1) 012x2' SR.S @ 12, 0.C. ETCH LEG/ (MAX) BETWEEN BEAMS 1 CONTINUOUS 5' or 7' SUPER GUTTER Nx GLEICK LAIN. 0490- THICK ®K- GIRT (CHAIR FRAMING UNLESS W/(2) —SECURE FASCIA TO EACH RAFTER TAIL W/ (I) ➢'Rx4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING SUPER GUTTER S1 Ox3/4' S.M.S. Y' CONTWBUS BEAD OF CONSTRUCTION O 2' O.C. ADHESIVE J• l em 1.14' BY 2' LONG - ANGLF. EACH SIDE OYP.) (4) 114W S.M.S., 2 SCREWS EACH LEG (TYP.) HOLLOW POST — BEAM STITCHING SCREWS (SEE TABLE) @ 24' IC, SPACE SCREWS /A SPLICE PLATE (EACH SIDE CF BEAM) p 5052-H32 ALLOY OR EQUAL, 1/0' THICKNESS EQUALLY (TYP.) �J A �fil) d 1 #14x% SORE LIKE l 64 p3 Aa•314 �Tsi� BEAM .A. 'LIN B'& CPC„ )X G zx4 3 2 uNf tOtN" 2x5 3 3 P) .• C )it( ♦x llg. a+•�s 2x6 a 3 uNfM �•• 20 5 4 VP 2x9 5 6 MANSARD BEAM 2x9(HW) fi 1 7 t_ CONNECTION DETAIL 2xI. 7 1 7 (3) 1124' S.M.S., EACH LEG AND (6 012rA' S.N.S. CHANNEL TO BEAM (9 SCREW TOTAL / 2xM.070 ORT/CHAR UL (SEE PUN) MIN. (4) ♦IOx2' S.M.S. INTO SCR (TYP. ALTERNMIA (...) (0".) CREWS PLATE TOTAL WIDTH 24 12- 32 14- 40 14- 56 16' �b4•v.; `�16yJ 72 Is, Be-,"'1e' m96' le' MIN. (4) #IOx3- LONG S.M.S. INTO SCREW BOSSES (TV. ALTERNATIVE) DO KIM 9 ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 ISSUED BE41 STITCHING O 24 O.C. (DP. TOP AND BOTTOM OF SUB /n 2x.Tx0.070 -. "_ PURUUW-'" '4 SEE TABLE FOR SITES) J < = W � Q � J A C — Of .. Ixlxt§• BY 3' LONG TJ O BRACE -FORMED RECIEVING CHANNEL ANGLE. EACH S1DE (TYP.) C J (MIN. OD62- MATEUAI. THICKNESS) 1' x 2 1/8' x I' x 3' LG. (3) 012.V S.M.S., EACH 0) () (iYP. ALTERNATIVE) LEG (6) TOTAL (DP.) U lZ H-2!§•-I (1)W SHALL BE CHAIR RAIL /GIRT TO POST RWISE CONNECTION DETAIL .�~ 8xFM15 4WnH (3�%10x2' S.U.S. TO 2x PUk _ IMO SCREYf BOSS. OR MT)MAY BE SLOPED a S.N.S THNU. RE - pJ IMO PDRDN SCREW �`! 2.5..125 ANGLE-2' WIDE WITH J 4RI' IMO BEAM '• INTO -INTO UPRIGHT. ,I /.•tit O.B.' 2x3. USE #10x1.W SM.S. O./,v.C. — TO CONNECT TO; lx2 O.B. TO 2.3. STONESTELAE. iC) COLUMN/POST t • 'j/�' D T SCREW BOSSES PURUN FASTENED TO COLUMN/POSIT j (9) 512�- S,N.S. EACH SIM - I (EACH END, TIN.) WITH (4) #12xl' S.M.S. (EACH LEG)'1 OF BEAM in? OR USING $' THICK MT BAR BEM 1't, (6) /12xY"'S,M.S. EACH TOE ) TO FIT (6063-T6 ALLOY) 1 OF BEAM FOR 2x5 COLUMN TO kLL POST / COLUMN TO PL CONNECTION DETAIL c Z C) (L PURLIN TO ROOF BEAM CONNECTION DETAIL SCANN� BY w zi uvi a St.LucieCoun4y o r �^ uF - S.N.S. SEAM MAY BE SLOPE) OR DRAWN BY. DYK CHECKED BY. DYK SCALE: ASSHOWN _(SEE PUB'FOR SIlR DATE: 8111108 ��, 4--s A' LAIN., 3 16- MAIL C-C \ �LN , SPACING OF FASTENERS (TY` /� �I. Yt' HIM BEAM EDGE J \/ G` DISTANCE (TYP.) `'- ♦_ /- 1 w®UV,!v Q Q„t . CONNECTION DETAIL DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM AS IATES, LLC A# 26 7 P ox 1 039 Tamp , F 9 `-2� C� Drawing No. - 060811 SHEET IOF3 PURUN �RT - (TYP.) )6' ANGLE, EACH S10E (TYP.) WAYS' . 2• US. MOLE S.M.S. WITH MIN. WO CONCRETE ANCHOR r W/ (4) 0Iz.3/{• S.N.S EDGE DISTANCE W/2)§' EMBEDMENT INFO :_ = - .. I] ❑ K I M (EACH SIDE) STRUCTURAL CONCRETE OYP) ET e e Wo CONCRETE ANCHOR 1ure '.2' O.B. SOLE P xz•r PURIIN & ASSOCIATES, LLC O O W/2W EMBEDMENT INTO STRUCTURAL CONCRETE • (EACH SIDE) '•� -.. •':,'•• 2.5.J(,' ANGLE f2' LDx10 V/ (2)-A1• C C N S LI LTI N G °1. TEKS INTO TOP OF 2.3 EAVE RAIL AND (2)- STRUCTURAL '.. .. .. "{ 6 2.2.Y1 ANGLE CUP:, CUT:AT //' EN TEKS UNTO THE FRONT OF THE CORNER POST / ENGINEERS + •. .. zV : •• . •' • A{S(a_/-)ANGUVAND' . •• • • • .:'�'. .• S .' BEAN MAY ATTACHED TO THE SCREEN ROOF J �' • BE MT BEAM WITH ONE (1 ,Y.•o THOU 'WASHER. 3• MN. .) Y0.2Y.• CONCRETL OR SLOPED BOLT. WTH FORD( ATTACHED TO BEAN OR EAVE RML PO Box 10039 ��w SCREW ANCHOR O 2C, O.C. _ - O O DV,GONAL BRACING SHAH NOT BE ATTACHED TO ROOF PUfdINS. Tmpa, FL 33679 zua� AND 9• FROM POST (TYP.) / 1 .2 O.B. TOP FMNE Tel: (813)374-0321 ` L. � 41 ( 2.2x0.BRACE �! 1.3 O.B. FASTENED TO CORNER (SEE PLAN) DON W �10.2' B.M.S. W/ CORNER POST R(WJDffi E)escri lion By ISSUED SIDEWALL COLUMN TO`CONCRETE 9• .I ��' W S COLUMN/POST , 9§• 04L WASHER O 18. D.C. -' `- CONNECTION.DETAIE-�' PLAN -TYPICAL DIAGONAL ROOF 1. 02. WE WALL CORNER UPRWTR 2017 � 1.2 a.e. soLE PLATE- \ BRACE CONNECTION -- O ELEVATION VIEW SEE PLAN MR SIZE - 1.2 O.B. FASTENED TO COMER ii'oc. u INITH �.1ri' I/ s.o SID(:) S.M.S. WTH MIN. 9§• EDGE DISTANCE > C 1. LyG� EDGE OF WN Sob M• ANGLE, EACH SIDE (TYP.) %'P CONCRETE ANCHOR - W/?M• EMEEDYENT INTO� STRUCTURAL CONCRETE c .) �I'W O.B. SOLE PLATE 'J '• •• x �F 3• MIN. (TYP.) YO,aY,' CONCRETE SCREW ANCHOR O 24' O.C. AND 9• FROM POST (TYP.) �u 1.2 O.B. SOLE PLATE O O ` i 1 1• (TYP.) /I OF CONCRETE A Wb� PLAN VIA l MAIN COLUMN TO CONCRE E CONNECTION DETAIL TYPCIAL FRONT VIEW OF POST TO FOUNDATION CONNECTION WITH PAVERS PSI MIN. CONCRETE STRENGTH COMPACTED OR UNDISTURBED SOIL/SAND (2)-85 REBAR, CONTINUOUS 3' MIN. CONIC. COVER, 36' MIN. LAP SPLICE 0 LARD TYP. CONTINUOUS PERIMETER FOOTING 19 11 CORNER POST / COLUMN UPRIGHT DETAIL LAC SCREE/ 0 12. O.C.. IfQ (1)WT• (i) WITHIN 3. OF EDGES (IMP.) W — 15d' O.B. (TYPJ � C W NOTE STUD Of MR BLOCK FRAMED HOUSES USE (� U) /142310 CONCRETE SCREW O 19. O.C., 1 WITHIN 3• WOOD FRAME WALL C O OF EDGES M7.) Z U W TYPICAL SCREEN EDGE TO STRUCTURE 0 W c z Of CONNECTION DETAIL CL O F J Z U U W W a ULU � {• NOM INAL CONCRETE SLAB eT: vTR (2500 RBI, MIN.) W/6.6.10/10 SCALE ASSHOWN W.W.N. OR FIBER REINFORCED IMLYPROPITENE FIBER - DATE 8111106 1.5 POUND (MIN.)PER C.Y.] )OTER • .. O. .• 14 a r• DO PEON KIM, P.E. a•. '+e' n •!•; '� �i FLA. REG. NUMBER 49497 I III III III III T � '• a ® �Q� , El I I -I I I I la I • + • • • • o� DO KI ASS LAT91 ES, LLC III —III III —III n • < ` 't AC 87 —III=11 III=11 k'®� TP 700379 •+ • UNmuS6HVR8 Y - 05 v G•iil Y 1 MIN. MOVERL REBAR MUST OVERLAP) MI . 3• COVER (TYP.) O B•MIN) � � tl EXISTING FOUNDATION/SLAB DETAIL Drawing No.-060811 SHEET 2OF3 General 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)-#10x2" 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. :a 10. C-1022 Low Carbon Steel SMS & Self -Drilling ITEM Screws (Industry Standard Screws) ' Screw Nominal Screw Diameter (in) Minimum Edge Distance Minimum Center to Center Distance #16 0.188 #14 W41 0.250 Y," Structure has been designed to meet the 61h Edition FBC (2017 FBC). Project is sited where the ultimate 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures 2017 FEE reduced by 6.88 for screen mesh factor, 0.6 for allowable stress design (ASO). Concrete anchors maylbe "Large Diameter Tapcons" (LTOs), Tapcon concrete screws, Simpson Strong -IQ or approved equal. 11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements anR4r 454.2,17.1.11. if enclosing a pool. DO KIM Sc ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS U c 0 U a) G1 N U U d (D c 0 'a z Z w J U PO Box 10039 Tampa, FL 33679 Ted: (813) 374-0321 IssU co Q w W of Z) O J U W W z W ZLu O = J U U co a LLI DYK �j DO YEKI ON M, P.E. ` !`O 4��,� FLA. REG. NUMBER 49497 ]` Is 4 D KI & S 6887 S, LLC A# 26887 tp G 9 ` T. FL 33679 D���n Screws L�Tc4 enclosure per ) Drawing No. - 060811 ) SHEET 3 OF DUNN ROAD c VAR 21' PAVFMENT _ .._._ — — — _ .v 4 WOOF 12 4 SiYN.£ — — — — _ _ _ _. _ O ! f � j I [u mzmz'"70 H Ln En w (' I 2OS m A rq � a m -i ^ szs•_ Cry a rl r /�9CXS4` V Ju t� k t It © t m I v I I 1 t I t . t ¢�g o t $. I d 1 +f .._.,_._ g OG HE nT8 .U'06.0's V Y 0 t �z O O MW 20 Vo PDE-4�p 1;p 8!Ag'2--" WZN nr- C N RN GUU�C CCAl 9ayvAp (� > 'npoRo�,j'zoc� �oSWA �y rn � C7 rq r- %J001" PO O N5 N 'e y A 80 yRk� y