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HomeMy WebLinkAboutDRAWINGCOvFrz `(S3 SE h(arz-AN:r AvE, sizr ST, Ur-tc R wo ,8 I z x z UO YEON KIM, P.E. FL -A. LIC. NUMBER 49497 CA. # 26887 UO KIM S. ASSOC., LLC P.O. BO 1 039 TAMPA, 679 (813) 87 'S .15 h y4d ll Etf L y mhtjsx RA ROOF kg tV a gr ly g� �I cd 0/ y CaDE COMPLIANCE ST. LUC'IE C®UNT'Y G L 6 6 G 6 6 ZR 2v� S'7' 3' x3' x0 PLATE OR S' (3) -012x SHOWN (%' L C-C FASTI 0.40 rm< pn0M Imcm� �IB�L 0V ci Z Z 0 m RAIL (11 TOTAL) - 412 x Y' V x 2- O.B. SAS AS SHOWN (Y2' MN PATIO SECTION PLATE EDGE DISTANCE 6 C-C FASTENER SPACING) ,! ✓r R 6' x 5- x 0450- COLUMN p C 606E-ALLOY PLATE DINE SI SIDE) OR STRANGER K-BRACE \1 BE) ALLOY H 2.3.0.070 CHAIR RAIL WIT SHE AS 0 DISTANCE K-BRACE ®r. ® 0 O K-BRACE p ©® 0 CORNER POST 44( 5 1 1 K-BRACE ) GIRT (CHAIR RAIL) T 0 2xUD.093 0 ^ UNLESS ). ✓F 0 1' x 2' LE PLATE OTHERWISE GTED / • SEE ELEVATIONS N FOR 'K .BRACE SIZE 0 CONCRETE ANCHOR a PLACES) IN LIEU OF TYP. Yi 0 CONCRETE / SCREWS FOR CORNER COLUMN LATERAL "K" - BRACING,,--- ANGLE' BY 2' LONG - ANGLE.1.14" EACH SIDE (TYPJ '(5) #12x3/4- S.M.S. (4) /14N'4' S.M.S., 2 SCREWS EACH LEG (m.) HOLLOW POST - lx2 O.B. ATTACHED T- BEAN W IxSx)6' ANGLE 6' LONG (TYP. @ EACH BEAM) (2)-B10K2'/S.M.s INTO SCREW/BOBS (2) Y'ox3' I.G. @ EACH ANGLE (1)-1/4SY' 5.5. MRU-BOLT W/ Y' NM AND WASHER NOTEr PRIMARY SCREEN ENCLOSIS(E BEAMS SHALL BE O EACH 310E OF BEAN ATTACHED TO HOST. STRUCTURE CONSISTING OF CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX. /12x2- S.M.S. 6 24- O.C. FACIA TO HE 2x6 WIN) SPP. DVERHANG NO TO EXCEED 30' UNLESS OTHERWISE ' PLAN O.B. TO SUPER GUTTER OR WESTER RED CEDAR NOTED ON DWG. �1XIZ `) STRUCTURAL GRADE 2 MIN. (4) ®12N3/4- S.MS. (1) Yi Wx2' LG. LAG SCREW @ O.C. ENTIRE LENGTH OF GUTTER R)F BEAM LAY OR SLOPED) SECURE FASCIA TO EACH RAFTER TAIL W/ <U eOx4' LONG PAN HEAD LAG SCREWS (2) S.M.S. THRU. 2x3 lOx4mINTO BEFORE ATTACHING SUPER GUTTER FAIL onE5uLINTO PURLIN SCRfl,AY USE /100h- S.M.S. m 20' 0. 1,,-2r 4V-,ANGLE, EACH SIDE TO CONNECT TO 14 O.B. TO 2 TOR°2x6 SNB.OR-IARCER:) .1. j -- �- (1) Yi Ox2' I.G. LAG SCREWS ' C Dl (TYP. @ EACH BEAM) 11) M12x2' SAS @ 12' O.C. Ix2 O.B. FASTENED TO COLUMN, +y (MHI E B.M.S. (MA%) BETWEEN BEAMS W/(2) ®IOx1Y�• SA.S/INTO SCREW B . }{ (EACH END, I(i THICI( CONTINUOUS ' S' 0r 7' SUPER GUTTER RNGLE MRL 0.090' THICK ROOF BEAM TO SUPER GUTTER , LV v V /10N3/4' S.M.S. Y' CONTINUOUS BEAD OF CONSTRUCTION� f CONNECTION DETAIL IN 2' O.C. ADHESIVE 2. SPACE SCREWS EQUALLY (TYP.) -BEAM STITCHING SCREWS (SEE TABLE) @ 24. O.C.. — SPLICE PLATE (EACH SIDE OF BEAM) I] K I M A 5052-11W ALLOY OR EQUAL, 1/8' THICKNESS & ASSOCIATES, LLC CONSULTING 0- STRUCTURAL ENGINEERS --0 � PO Box 10039 Tampa, FL 33679 Pl a14X% SCREWS I, Tel: (813) 374-0321 (f) (xx) (fff) (lfff) I BEAM LINE LINE SCREWS PLATE RevJOat Descri 'on ,p 8)44514 �T,911 'A' 'B'&'C' TOTAL WIDTH lx� FAF 1�P 2x4 3 2 24 12' 00 Tots To ISSUED VH.fp 10tN' 2x5 3 3 32 IV 1% 2x6 4 3 40 2xB 2x9 MANSARD BEAM 2x90 CONNECTION DETAIL 2x10 L3xO.W0 G /C/CHAIR RAIL (BEE PLAN) CHAIR RAIL / GIRT TO POST CONNECTION DETAIL (3) /12xv- S.M.S.. EACH LEG AND (6) i1205' SAS. ClIM'NEL TO 8FAM (9) SCREW TOTAL BRAKE -FORMED RECIEVING CHANNEL \�\ (MIN. 0.062' MATERIAL THICKNESS) /8' 1' x 2 1 Y 1' x} LC. I') /8'ATNE) 5 64 16- 6 72 IB' 7 88 IS- ] 96 !1B• MIN. (4) g10x3- LONG S.M.S. INTO SCREW BOSSES ". ALTERNATNE) BUM STITCHING 0 24' O.C. (M. TOP AND BOTTOM OF SUB SEE TABLE FOR STIES) PURLIN TO ROOF BEAM CONNECTION DETAIL 4' BY 3' LONG 4E. EACH SIDE (m) /16bYj'TASLN.&PEACH 2x3aO.045 EAVERAIL ATTACHED TO BEANS WITH (3)-/I0x2' S.M.S.S. BUM INTO SCREW Bon._ ' MAM.B.Y BE SLOPED ORFIAT x - (SEE PI -AN FOR SIZE) c 0 125 ANGLE-2vWIDE WITH - - ,J (2)-/14N1- IMO)BFAM INTO UPRICM. rUSINGl' USE ONNCT B.M.S. O 24' O.C..TO CONNECT TO tS. O.B. ' C. NEO TO COLUMN/POST` /11' S.MS.(EACHAEG)) (9) BEAM ( S.N.S. EACH SIDE11..K FIAT BM BEM '�) OR SSPACING OGEFAS EN�R(TYP.)�O�-T6 ALLOY) A S.N.S. EACH BIDE BEAN FOR 2x5 COWMN TO2x5 BEAM Y' MIN. BEAM ED➢ISTANCE (TYPET ) COLUMN/POST-11 LUMN TO PURLIN % MAIN POST / COLUMN TO ROOF BEAM ' N DETAIL CONNECTION DETAIL 1— Lu C ❑ W U U) c 0 y J Z U W LU N W C Z W 0- O 00 Lu a Lu U ❑ DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM AS IATES, LLC A)26 P ox 1 039 Tam F 9 P"(B m Drawing No. - 060811 SHEET 1OF3 SEE PLAN FOR SIZE 1.2 O.B. FASTENED TO CORNER SECTION WITH j14015' S.M.S.O 24' O.C. I . PURLIN SUPPORT - CCWMN/POST 2x2.1/8' . 2' LG. ANGLE S.M.S. WITH MIN. W EWE DISTANCE W/ (4) /123/4' S.M.S (EACH SIDE) O CONCRETE ANCHOR �//� O W/2%' EMBEDMENT INTO STRUCTURAL CONCRETE x (EACH SLOE) J n UMN TO`CONCRETI JION'DETAIL--� w CORNER POST/COLUMN TO CONCRETE } CONNECTION DETAIL'` )§' ANGLE, EACH SIDE (M.) SM.S. WITHM 9§' EWE DISTANCE %'0 WNCREIE ANCHOR / W/234' EMBEDMENT IWO / STRUCTURAL CONCRETE (M., GEE NOTE 10) C ` X. �x21'' O.B. 501E PLATE 'i I ANGLE;'FACH SIZE III 1'.2' O.B. SOLE . J . ZJw Y.'P.aY' a � SCRLVj ANGI h B' Ij 1%2 O.B. SOLE PIA �I r EWE OF CONCRETEI- (TYP.) _ � v 3- MIN. £� Yi 0.2Y' CONCRETE k01 SCREW ANCHOR O 24' O.C. o ¢�� AND 9' FROM PAST (TP.) ,-V B, COLUMN/POST 1>2 O.B. SOIE.PUIE _I ° ° \ 1A— '1 ° jl ',IIIIII J IIIII P3 EWE OF CONCRETE � NV ( PLANVIEW MAIN COLUMN TO CONCRETE/ CONNECTION DETAIL 21 PURUN i BE MAY BE MT O.C.' OR SLOPED O. I O T /� 'BEAN SUPPORT COLUMN/POST 2' I.G. ANGLE W/ (4) ]12x3/4- S.M.S (EACH SME) I. PoST — / 014 / � 2.24 ANGLE CUP, CUT AT \ W O.B. FASTENED TO CORNER A 45 (4/-) ANGLE AMID iii SECTION WOH j10a2- S.M.S. W/ ATTACHED TO THE SCREEN ROOF ' DA WASHER O 18- O.C. BEAN M ONE 0) Wo THRU- BOLT. WITH TENDER WASHER. 'I ATTACKED N D TO OR HAVE RAIL L / DIACONAL BRACING SHALL NOT BE ATTACHED TO ROOF PURUNS. 2VL0.093 BRACE Q• LONG) W/ (2)-014 OF B03 EAVE RAIL AND (2)- THE FRONT OF THE CORNER POST —1.2 O.B. TOP FRAME TIER POST O.B. SIDE WALL COMM UPRIGHT (SEE PUN) ELEVATION VIEW ' CORNER POST/COLUMN OUPRIGHT DETAIL , COLUMN 2)S' MAX. THICK BRICK PAVERS SET IN MORTAR ON TOP OF FOOTER D1I� z A N 'Yi DVS' CONCRETE SCREWS O 24''O.C.• �2%' MIN. CONC. (TYP.), 0jj- CONC. CusEEMENT (MIN.) EMBEDMENT OTP.) TYPICAL FRONT VIEW OF POST TO FOUNDATION CONNECTION WITH PAVERS 4d i •d "A B'MIN.) FOUNDATION/SLAB DETAIL C NOMINAL CONCRETE SLAB WW.M. OR FIBER.) II IN RUNFORCEDO [POLYPROPYLENE REM - 15 POUND (WN.)PER C.Y.) '*�UNIMSTURBED SOL OR COMPACTED CRUSHED UMERWK (90% PROCTOR) MIN. (1)-/5 REBAB CONTINUOUS, SPLICE MUST OVERLAP 20' MIN. 3- COVDL (TYP.) II 12" MIN! PSI MIN. CONCRETE STRENGTH COMPACTED OR UNDISTURBED SOIL/SAND -(1)—$5 REBAR, CONTINUOUS 3' MIN. CONC. COVER, 36" MIN. LAP SPLICE MIN. CONTINUOUS PERIMETER FOOTING BENA ALTERNATE 111 2x14- ANGLE (4) @12.K' S.M.. BRACE 2'. PURUN 2.I%A' ANGLE (BRACE) W/ (4) p12kY4' S.M.S. O MH - MEMBER INTERSECTION � o O a 2.24' ANGLE 2' LONG ON UNODtSmEW/(4) E12.Y' B.M.B. BEAN MAY EACH LEG (BENT k BRACE) BE MT OR SLOPED .... SEE BRACE SEE s. ALTERNATE 12) �[��� C`A/2.3 BRACE PLAN-ITra1�CA7.l@BOFT• E® COOR Lt-MmemnaMLIANCE ST" LUCIE COUNTY EOCC DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: IBM)374.0321 ISSUED J LU U w C O — w 0 C 0 N Z U w Z 0) W CL U) = J Z U U w m a L) O DO YEON KIM, P.E. FLA. REG. NUMBER 49497 DO KIM LSOCl/ TES, LLC 7 39 Tampa, FL 33679 r(T-19 Drawing No. - 060611 SHEET 2OF3 S.M.B. (SEE PLAN FOR SIZE) (9) A120/4' S.M.S., EACH SIDE (EACH END. TYP.) 20 MIN. BEAM BRACE —� O (NOTCH TOP FLANGES) KNEE BRACE DETAIL S.M.B. (SEE PLAN FOR SIZE) DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 Tel: (813) 374-0321 ISSUED Q 0 1 REVIEWED FOR o CODE COMPLIANCE o ST. LUCIE COUNTY General Notes and Specifications. BOCC 1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate consideration. y 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of All 318. _ H Reinforcing steel shall have a min, yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318. c o 3. All dimensions are provided by contractor, 00 Kim & Associates, LLC have made interpretations where necessary. — Lu 4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The d U CO contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If (D there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host 2 w structure capacity. CIO 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 ID Q .. components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted, a O 6. Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.c., top and bottom. Z F 7. Connections using screw bosses shall have minimum (4)410x2" per connection unless shown otherwise. W U V rn LU U (L 8. Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table. 0 1-1022 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 #14 (1/4") 0.250 Y," s/a' 9. Structure has been designed to meet the 6' Edition FBC (2017 FBC1. Project is sited where the ultimate design wind speed, Vm1, is 153 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 IASD). 10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screw: or approved equal. DO YEON KIM, P.E. — FLA. REG. NUMBER'49497- DO KIMgSLATES. LLC 979 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. Drawing No. - 060811 SHEET 3OF3