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HomeMy WebLinkAboutAPPROVED Brooks job au- ` 7' t x 2 S ^° C Digitally signed mbyDoYKim Do Y Ki Date:2021.01,13 a 14:45:39-05'00' 113® YE®N KIM, P_E_ FL-^- LIC_ NUMBER 49497 Cis_ # 26867 E3® KIM S. ASS®C_, L.1-0 P.O_ B07C 10039 -'^M P^, FL- 33679 (813) 87v- -99v5 RAC BEAM STITCHING SCREWS (SEE TABLE) @ 24. O.C. (9) #12x3'4' S.M.S. TO WALL MEMBERS SPLICE PLATE (EACH SIDE OF BEAM) SPACE SCREWS A A /{ 5052-1-132 ALLOY OR EQUAL, 1/8' THICKNESS EQUALLY (TYP.) D ❑ K I M 00 0 0 0 0 y�61�_ o & ASSOCIATES, LLC /A5l a a ly x sYr' x 0.120 THICK A o o W CONSULTING 0 ALUMINUM FLAT BAR f N .Z c °sT �H STRUCTURAL 9tic�� -0 ENGINEERS yi J v #14x3/q" SCREWS PO Box 10039 Tampa,FL 33679 0 0 (3)-1/4' x 12 CONCRETE F�J / ( ) ( ) ( ) ( ) Tel:(813)374-0321 ANCHOR (TYP.) 5 LINE LINE SCREWS PLATE Z 50� e, (11p� 1Ax�l���ESII BEAM 'A' B'&'C' TOTAL WIDTH Ppk yy 1,*, DR 2 p 2x4 3 2 24 12' Rev./Date Description (❑R) N B 5Q etc° �P VNE 5�0 2x5 3 3 32 14' 2027 ISSUED 1 � Et1 2015 (❑R) r 1�y (jar #�nx3�*�SCR 2x6 4 3 40 14' 2x7 s 4 56 16' 2" (MAX.) (4)—#8 X Y2" S.M.S. g W\ojNl�>*1ll 0 p�AE 2x8 5 5 64 16` Q 2x2xY8" ANGLE 2x9 s 6 72 18' 3' STEEL 'CAMELBACK' CLIP (TYP.) MANSARD BEAM 2x9(HW) 6 7 88 18` 0 THIS CLIP MAY BE INSTALLED ON T/C CONNECTION DETAIL OR ON SIDE OF CONC. SLAB 2x10 7 7 96 18• I 45 51 (2' MIN. CONCRETE EDGE DISTANCE) f/ (2) - A' x 2' CONCRETE SCREW ANCHOR (TYP.) h EYE BOLT (3) #12xYi" S.M.S., EACH LEG AND MIN. (4)BOSSES LONG S.M.S. INTO (6) #12A" S.M.S. CHANNEL TO BEAM SCREW BOSSES (TYP. ALTERNATIVE) THRU—BOLTED TO (9) SCREW TOTAL BEAM STITCHING ® 24" O.C. � 2x2 HEADER W/ DOUBLE (TYP. TOP AND BOTTOM OF SMB J 2x3XO.O7O SEE TABLE FOR SIZES) WASHER & NUT EACH SIDE, - EYE SNUG AGAINST ANGLE PURLINLLJ c � Lu 1x1A" BY 2" LONG O CABLE BRACE DETAIL ANGLE, EACH SIDE (TYP.) 2x3xO.070 GIRT/CHAIR RAIL U 0 (SEE PLAN) PH 3" LONG !_ 0 BRAKE-FORMED RECI EVING CHANNEL SIDE (TYP.) (MIN. 0.062" MATERIAL THICKNESS) U 1" x 2 1/8" x 1" x 3" LG. z S.M.S., EACH L z (TYP. ALTERNATIVE) LEG (6) TOTAL (TYP.) 0 Lu MIN. (4) #10x2" LONG LU S.M.S. INTO SCREW BOSSES N Lu (4)SCREWS S.M.S., ,� 2 SCREWS (TYP. ALTERNATIVE) O Z EACH LEG (TYP.) S.M.B. POST D_ O U) HOLLOW POST (5) #120/4" S.M.S. 1x5x ANGLE 6' LONG z PURLIN TO ROOF BEAM Q CONNECTION DETAIL LuU U a 1 x2 O.B. ATTACHED TO BEAM W/ (TYP. @EACH BEAM) J Lu S.S. THRU-BOLT } (2)-#10X2" S.M.S. INTO SCREW BOSS (2) Yq'0x3' LG. @ EACH ANGLE W/Y4" NUT AND WASHER NOTE1 PRIMARY SCREEN ENCLOSURE BEAMS SHALL BE U ~ ® EACH SIDE OF BEAM ATTACHED TO HOST STRUCTURE CONSISTING OF CHAIR RAIL/GIRT TO POST CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX. CONNECTION DETAIL DRAWN BY: DYK (4) #12x2" S.M.S. - 1x2 O.B. / FACIA TO BE 2x6 (MIN.) S.P.F. OVERHANG NO TO EXCEED 30' UNLESS OTHERWISE CHECKED BY: DYK TO SUPER GUTTER (TYP.) OR WESTER RED CEDAR NOTED ON PLAN DWG. 2x3x0.045 EAVERAIL ATTACHED TO SCALE: AS SHOWN STRUCTURAL GRADE 2 MIN. c.�.. BEAMS WITH (3)-#10x2" S.M.S. i S.M.B. BEAM (4) #120/4" S.M.S. (1) Y4'Ox2' LG. LAG SCREW @ 24' INTO SCREW BOSS. �'> MAY BE SLOPED OR FLAT DATE: 8/11/06 O.C. ENTIRE LENGTH OF GUTTER (M PURLIN X (SEE PLAN FOR SIZE) T (MAY BE SLOPED Q R ROOF BEAM SECURE FASCIA TO EACH RAFTER TAIL (2) #10x4" S.M.S. THRU. 2x3 OR FLAT) w NQ (FLAT OR SLOPED) W/ (1) Y4'Ox4' LONG PAN HEAD LAG SCREWS SAVE RAIL INTO PURLIN SCREW 2x5x.125 ANGLE-2" WIDE WITH BEFORE ATTACHING SUPER GUTTER BOSSES (2)-#14x1" INTO BEAM & (2)-#14x1" INTO UPRIGHT. -} Z J ..J S USE #10x1)!2" S.M.S. ® 24" O.C. — — — a DO YEON KIM,P.E. TO CONNECT TO 1x2 O.B. TO 2x3. W (1)-2x2A"ANGLE, EACH SIDE FLA.REG.NUMBER 49497 (2 FOR 2x8 SMB OR LARGER.) USE CONNECT S.M.S. O.B. O.C. TO CONNECT TO 1x2 O.B. TO 2x3. 11) Y4'Ox2' -G. LAG SCREWS — — — — DO KIM&ASSOCIATES,LLC C❑R) (TYP. @ EACH BEAM) 1x2 O.B. FASTENED TO COLUMN/POST PURLIN FASTENED TO COLUMN/POST (4) #12x3/4" S.M.S. f` (MAX)1 BETWEEN BEAMS oc W/(2) #10xiJ¢" S.M.S. INTO SCREW BOSSES WITH (4) #12x1" S.M.S. (EACH LEG) OF BEAM (TYP.) OR EACH SIDE ' MIN., 3 S¢' MAX. C-C CA#26887 (EACH END, TYP.) PO Box 10039 EACH LEG. USING Y8" THICK FLAT BAR BENT 6 12x%- S.M.S. EACH SIDE SPACING OF FASTENERS (TYP.) Ys' THICK CONTINUOUS TO FIT (6063-T6 ALLOY) OF BEAM FOR 2x5 COLUMN TO Tampa,FL 33679 5' or 7' SUPER GUTTER ANGLE 2x5 BEAM Yz' MIN. BEAM EDGE MIN. 0.090' THICK DISTANCE (TYP.) COLUMN/POST COLUMN/POST) SECURE FASCIA TO EACH RAFTER TAIL W/ (1) Y4'Ox4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING SUPER GUTTER ROOF BEAM TO SUPER GUTTER SIDEWALL POST/COLUMN TO PURLIN MAIN POST/COLUMN TO ROOF BEAM CONNECTION DETAIL 0102' O4CS.M.S. ADHESIVE UOUS BEAD OF CONSTRUCTION CONNECTION DETAIL CONNECTION DETAIL Drawing No. -060811 SHEET 1 OF 3 PURLIN SUPPORT COLUMN/POST Ya"ANGLE, EACH SIDE (TYP.) I, S.M.S. WITH MIN. 3/g" %"0 CONCRETE ANCHOR BEAM TEKS ' ANGLE (O LONG) V (RAIL 2x2x1/8" x 2" LG. ANGLE EDGE DISTANCE W TEKS INTO TOP OF 2x3 EAVE RAIL AND C2)- W/ (4) #12x3/4" S.M.S /2%" EMBEDMENT INTO #14 TEKS INTO THE FRONT OF THE CORNER POST D K I M (EACH SIDE) STRUCTURAL CONCRETE (TYP., fff EE NOTE 10) O O %"0 CONCRETE ANCHOR 1"x2" O.B. SOLE PLATE & ASSOCIATES, L L C 0 o W/2%" EMBEDMENT INTO 2"z PURLIN STRUCTURAL CONCRETE (EACH SIDE) 7— CONSULTING 1x2 O.B. TOP FRAME STRUCTURAL �f ° ':o.,'� ENGINEERS Nf °'' �'a r ."ti', •- 2x2 ANGLE CLIP, CUT AT 1x3 O.B. FASTENED TO CORNER • .� x1y" CORNER POST A 45- (+/-) ANGLE AND SECTION WITH #10x2" S.M.S. W/ 3' MIN. (TYP.) ATTACHED TO THE SCREEN ROOF %" DIA. WASHER ® 18" O.C. ¢wBEAM MAY BEAM WITH ONE (1)Yq"0 THRU- PO BOX 10039 /Y4C'0x2y4" CONCRETE BE FLAT BOLT, WITH FENDER WASHER.UUSREW ANCHOR ® 24" O.C. OR SLOPED 1x O.B. SIDE WALL CORNER UPRIGHT Tampa,)3 33679 4-032 ATTACHED TO BEAM OR EAVE RAIL. Tel: $13 374-0321 Z �z AND 9" FROM POST (TYP.) O DIAGONAL BRACING SHALL NOT BE ( ) F u ATTACHED TO ROOF PURLINS. N 2x2xO.093 BRACE Rev./Date Description SIDEWALL COLUMN TO CONCRETE 9• COLUMN/POST (SEE PLAN) ELEVATION VIEW 117 ISSUED CONNECTION DETAIL 2015 1x2 O.B. SOLE PLATE CORNER POST/COLUMN PLAN - TYPICAL DIAGONAL ROOF 0 EE UPRIGHT DETAIL BRACE CONNECTION Q �3— O 0 SEE PLAN FOR SIZE EDGE OF CONCRETE 1- (TYP.) 2500 PSI MIN. CONCRETE STRENGTH 1x2 O.B. FASTENED TO CORNER N COLUMN d d SECTION WITH #14xlX" S.M.S.® a za" D.C. W�u PLAN VIEW APPROXIMATE o I 1I— wwdTHICK BRICK w z' SET NAM MORTAR ON TOPP OF F OOTER GRAD ' III—I 2x2A"ANGLE 2" LONG (EACH SIDE) _ • _ W/(2) #14x3/q" S.M.S. TO POST z 0 z d & 3/8"0 H.D. GALV. EXP. BOLT a$ SCREEN O.B. SOLE PLATE -III d III-I W/ 2 1/2" MIN. EMBEDMENT —II ° —II1- co `4 -III Qo' III—I�COMPACTED OR Q IIIII I d, d IIIIII�II UNDISTURBED SOIL/SAND = W CORNER POST/COLUMN I—I I _ (1)-#5 REBAR, CONTINUOUS c 4: —III III—II 3" MIN. CONC. COVER, 36" MIN. TO CONCRETE r,'• _ uj uj d '. m I I—I I -III—III—III—I I =III= LAP SPLICE o CONNECTION DETAIL 4 4 0•..d :. 12" MIN.* J Yq" Ox5" CONCRETE SCREWS ® 24" O.C. 2%" MIN. CONC. Z BEAM SUPPORT (TYP.), 1Ys" CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.) U W "ANGLE, EACH SIDE (TYP.) COLUMN/POST S.M.S. WAMINL CO EDGE DI %"0 CONCRETE ANCHOR L z 2x2x1/8" x 2" LG. ANGLE MIN. CONTINUOUS PERIMETER FOOTING W/2�" EMBEDMENT INTO � W STRUCTURAL CONCRETE (TYP., W/ (4) #12x3/4" S.M.S TYPCIAL FRONT VIEW OF POST TO W SEE NOTE 10) (EACH SIDE) 0 Z 0 1"x2" O.B. SOLE PLATE FOUNDATION CONNECTION WITH PAVERS �_ p � O O O O O CC Q _ Z U U `a z � BEAM W U) D- �... '� Nf 4 ALTERNATE 111 J W POST U 0 a ...4 •• 2x1xY8" ANGLE • 3" MIN. (TYP.) (4) #12x%" S.M. BRACE DRAWN BY: DYK z Y4"0x2Yq" CONCRETE U U SCREW ANCHOR ® 24" O.C. 4" NOMINAL CONCRETE SLAB 2"x PURLIN 2"x1",A"ANGLE (BRACE) W/ CHECKED BY: DYK AND 9" FROM POST (TYP.) (2500 PSI, MIN.) W/6x6x10/10 (4) #12x3/q" S.M.S. ® EACH SCALE: AS SHOWN v o W.W.M. OR FIBER REINFORCED [POLYPROPYLENE FIBER - O MEMBER INTERSECTION DATE: 8/11/O6 1.5 POUND (MIN.)PER C.Y.] 0 COLUMN/POST z 9^ £ v f o 2x2A"ANGLE 2" LONG ON UNDERSIDEW/(a) #12x�4" S.M.S. 1x2 O.B. SOLE PLATE ., BEAM MAY EACH LEG (BEAM & BRACE) d d' 'a a. _• a.. A A4 .• a. BE FLAT OR SLOPED .A d' •L •' a '' d 2) #1ox2Yz" S.M.S. -°--- DO YEON KIM,P.E. �— © 0 4 4 A n • �ttP. EACH END) 2x3 BRACE FLA.REG.NUMBER 49497 I— o d a �2) #lOx3 END).S. (SEE PLAN) III III III III a _I-I I-III-I I-I I ALTERNATE 121 DO KIM&ASSOCIATES,LLC III—III III—III d • d. • 2x3 BRACE CA#26887 ' (TYP.) SOIL OR COMPACTED_I I _III_ I I_I I °a A A. PO Box 10039 1' CTYP EDGE OF CONCRETE Tam a,FL 33679 f .e P CRUSHED LIMEROCK (90% PROCTOR) PLAN VIEW MIN. (1)-#5 REBAR CONTINUOUS, SPLICE MUST OVERLAP 20" MIN. PLAN - TYPICAL ROOF MAIN COLUMN TO CONCRETE a•(MIN.) 3" COVER (TYP.) BRACE TO BEAM CONNECTION 1 CONNECTION DETAIL FOUNDATION/SLAB DETAIL Drawing No. -060811 SHEET 2 OF 3 DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa,FL 33679 Tel:(813)374-0321 Rev./Dat Description p❑ 2017 ISSUED 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 Vc=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 31& Cl) 3. All dimensions are provided by contractor, DO Kim & Associates, LLC have made interpretations where necessary. - w � 4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity, The c LU contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If o there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host U U) O structure capacity. W U U Z S. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005-T53 Alloy, 6005-TS Alloy; for secondary Lu components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted. CID Lu w C Z Of 6. Unless otherwise noted, SMB shall be stitched with #10x3/4" SMS at 24"o.c., top and bottom. a _0 0 ~ J 7. Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise. Z q U W 8, Unless otherwise shown, screws shall have minimum edge distance and center-to-center distances as shown in this table. w 0 C-1022 Low Carbon Steel SMS & Self-Drilling (TEK) Screws (Industry Standard Screws) UDRAWN BY: DYK Nominal Screw Diameter Minimum Center to Center CHECKED BY: DYK Minimum Edge Distance SCALE: ASSHOWN Screw (in) Distance DATE: 8/11/06 #10 0.188 5/16" 1/2" #12 0.219 3/9" 9/16" #14 (1/4") 0.250 1/2" 5/8" DOYEON KIM,P.E. FLA.REG.NUMBER 49497 9. Structure has been designed to meet the 711 Edition FBC (2020 FBC). Project is sited where the ultimate design wind speed, Vat, is 1S0 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, DO KIM&ASSOCIATES,LLC P 9 9 Y 9 P 9 P CA#26887 2020 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD). PO Box10039 Tampa,FL 33679 10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), 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 4S4.2.17.1.11, if enclosing a pool. Drawing No. -060811 SHEET 3 OF 3