HomeMy WebLinkAboutAPPROVED Petri jobIi\ ~1-t vi \ ~X,v I -➔ I I 1 I <S":>'.N ~'sl \ \ ·+ ... --1 ~~ ->,} ,.. .. J N )\ w (j>'f.!0 ,J,:/4 -~~ ....,. __ I I I I / t I ---y.\j'\ " "I ·" u}. ..,, vJ l ._...'I.J TI:.'-".,.. "-IIVI, P.E. FLA. LIC. NUMBER 49497· CA.# 26887 DO KIM & A!;>Soc., LLC P.O. B,.,0X 10039 TAM~-A, FL 3367~ (~"13)/~5-99?~" ;' /,// lJ< E $11) tAlt:C'. ,.· \ ✓' . I i ,..,>: •. . . .• •,, /--:.._'5rv,,,,,-.-,\_/'Pi.., ½Ufl/ii"-· • _;,-· "-" ·~ ' K.. . I(: r,. -'--1---rl ei01,,) l ;2 I L. .... c•~-!J\~,L 1 I I I. I ./ ,.:4 \tl-•• J.'7: ,;:p· ~•-• .. ,-· .··. ·y~•-• oQ Q.J,_ :::,, ~--1'0 'I-. c,,<J :rt..·v (~AANSl'.lf2-, ;-1 ,........,.y 'I--~ x::s ~A~ 'if ·-'.Zl('.3 __ ,,, f',J 'f. "'0 f½) / ('" .. ' IS t<l ~ (·' l ~TR l'25 Mr. ·r:i w 1° Y fr. P1 cR.c.1::.:·4-p;_c.._. __ _ !t :.. ..._if; Cf:, '·· Vu <-r ::-I SO ri,, ;/ f'xp C. t I :"(\ f'<j"\ \; ~~ti J-.l w l ,,,,.,:,ti 0!►\.P ,.,, ~ 6<~ (i\ •/ fl 1✓ t ! ' ' ! rr·Jz:.)t,;Bt,/E: 2,e.9 C'!>,f?.((.'f S(fir;.,'\. ~-"----~Tf · '>:I t ;r ~~•Y ___ yyy~-•-~ '-{ 16 -----··•--'-·· ,.,... ·-> 1
DOUBLE S,M,B, BEAM <SEE PLAN FDR SIZEl
POST
(4)-'l(,'Ql THRU-B□LT
1,/ I 1¼• 1,/ASHERS
DOUBLE S.M.B, BEAM
(SEE PLAN FDR SIZEl
(4)-'l(,'¢ THRU-B□L T
1,// 1¼• 1,/ASHERS
NOTCH POST TD ACCEPT BEAM
POST �---''---'I�-'--
DOUBLE CARRIER BEAM TO
POST CONNECTION DETAIL
(2)-# 14x¾" S.M.S.
THROUGH ½ OF 2x UPRIGHT INTO
POST @ 12" O.C.,
(TYP.)
2x SMB � UPRIGHT OR 0.8.
(SEE PLAN FOR SIZE &
LOCATION)
POST (SEE PLAN FOR SIZE) (3)-'l(,'Ql THRU BOLT
W1¼'¢ \,/ASHER
BASE INSERT 1,//l¼' VERTICAL
LEGS )(,• THICK 6063-T6 ALLOY DD NOT USE CAST ALUM, BASES <TYP,)
(4)-'l(,'¢ HOT DIPPED GALVANIZED
1,/EDGE ANCHORS 1,// 2¼' MIN, EMBEDMENT INT□ CONCRETE.
TOP OF CONCRETE --.� .. · .......,• ...
4" OR 5" POST TO CONCRETE
CONNECTION DETAIL
POST (SEE PLAN FOR SIZE) <3l-'li,'i1l THRU BOLT
1,//l¼'ill \,/ASHER
4' BASE INSERT 1,//l½,' VERTICAL
LEGS )(,• THICK 6063-T6 ALLOY
DD NOT USE CAST ALUM BASES <TYP.>
(4)-'l(,'¢ HOT DIPPED GALVANIZED
1,/EDGE ANCHORS 1,// 2¼' MIN. EMBEDMENT INT□ CONCRETE,
TOP OF CONCRETE
4x4x0.125 POST TO CONCRETE
CONNECTION DETAIL
... � .. · ....... ·· ...
#14x 4" @ 24" O.C.
(TYP.)
(1)-#10x¾" @ 12" O.C. OR
(1 )-#14x¾" @ 24" O.C S.M.S. AT MIDHEIGHT OF BEAM
DOUBLED BEAM
(SEE PLAN FOR SIZE)
BEAM STITCHING SCREW @ 24" O.C.
(TYP. TOP AND BOTTOM OF SMB)
TYP. BEAM TO DOUBLE CARRIER
BEAM CONNECTION
S.M.B. BEAM
{SEE PLAN FOR SIZE)
2x2"1(." ANGLE (EACH SIDE)
(8) #14=2x¾" S.M.S. EACH SIDE OF BEAM
NOTCH KNEE BRACE TD ACCEPT BEAM
FASTEN 1,/JTH (6) #14X¾' S.M,S.,
EACH SIDE, DR (2) ¼•¢ THRU B□L TS 1,// \,/ASHER & NUT,
(ALTERNATIVE) CONNECT KNEE BRACE
W/ 0.050" THICK 'U' CHANNEL. 6063-T6
ALLOY PLATE OR STRONGER, FASTEN
1,/ITH (4) #14X¾' SMS EACH SIDE,
DR (2) ¼'ill BOLTS 1,// \,/ASHER & NUT,
0 a.
KNEE BRACE LENGTH _J11---+-----(24" MIN.)
(4)-#14x¾• S.M.S.
KNEE BRACE CONNECTION DETAIL
General Notes and Specifications:
2' MIN, EDGE DISTANCE <TYP.)
2' MIN, EDGE DISTANCE <TYP.l
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 A[I 318.
Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with A[I 318.
3.All dimensions are provided by contractor, DO Kim & Associates, LL[ have made inter pretations 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-TS 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 #10x3/4" 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-cen ter distances as shown in this table.
[-1022 Low Carbon Steel SMS 8r Self-Drilling ITEK) Screws (Industry Standard Screws)
Nominal Screw Diameter Minimum Edge Distance Minimum Center to Center
Screw (in) Distance
#10 0.188 1/,." ½"
#12 0.219 J/e" 'l,6"
#14 (1/4") 0.250 ½" 'la"
9. Structure has been designed to meet the 7th Edition FBC (2020 FB[). Project is sited where the ultimate design wind speed, Vu1'. is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4,
2020 FB[ reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (AS□).
10.Concrete anchors may be "Large Diameter Tapcons" (L TOsl, 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
454.2.11.1.11. if enclosing a pool.
DD KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
Rev./Date Description
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DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 8/11/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM & ASSOCIATES, LLC
CA#26887
PO Box 10039
Tampa, FL 33679
Drawing No. -060811
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