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(2)1;'.13'LG B E.LM ANGLE - ARE THE RESPONSIOU Y OF THE W vvii OL
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FACIA TO BE Pa6 tMIN.)SPf. NOTED
DIM
PLAN
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MAYEM BUI.E ADPm 01(Mi SCALE AS SHOWN
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BEAM SECURE FA LA TO EACH RAFTER TAIL 0 M»�m ( MW BITE) DATE-' B111IOB
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(x n 241 SUB oR 1/RODL) USE 10.0�{{ 5L5.0 24•D.C. FLA.REG.NUMBER 49497
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_� o x'o. ADESI CONNEQUON DETAIL CONNECTION DETAIL
Drawing No.-060811
SHEET IOF3
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mLUYN/POST W ANGLE.EACH SIDE(ttP.)
BEAN Ex7 ANGLE(P•LONG AV(21414
TENS INTO TOP OF Ex ET O MIL AND ER- D❑ K I M
Lx.1/e'.3 m.ANGLE SALE.WITH YIN. 'A CONCRETE ANCHOR El4 TENS INTO THE FRONT OF THE CORNER POST
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PLAN-TYPICAL DIAGONAL ROOF O CORNER POST/COLUMN 0
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SEE PLAN FOR SIZE 1 0
ED or Got RETE _ v Erm] >V 2500 PSI MIN.CONCRETE STRFINOTH
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AND 9-FROM POST CDP.) (1900 PSI,NN.T W/BaE.10/lO BCALE: As SHOWN
W.W.Y.".RB FOR MEMBERR INTERSECTION�"
IPOLYPROPAENE TIGER- - -OATS a1111De
1.5 POUND(MIN.)PER C.Y.) O
9, COwYH/POST ` O O 2.224'MOLE LONG
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EYP FLARED.NUMBER 194177
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111 _ ALTERNATE(2) 00 KIM�.FL
TES,LLC
1•Y 2N3 BRACE°•1'(TYP.) 1 1 Pf)EDGE of mNCREIE i C J TG79
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CRUSHED UYEROCN(90E PROCTOR)
PLIiY Yy� °J.T7-F?
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MIN.(I)-/e 20 COMINUWS,slvcE PLAN-TYPICAL ROOF
MUST oIEA 'YIN.
MAIN COLUMN TO CONCRETE e•a N7 ] COVER(FP') BRACE TO BEAM CONNECTION 1
CONNECTION DETAIL
FOUNDATION/SLAB DETAIL Drawing No.-060811,
SHEET 2OF3
14-BASHING(COYTJ - file Copy
HER IN SHINGLED
AND NEWRCNE GASKET a 12'0 Q LEAST
I,I.K'AMGL[.•LONG SEALANT 31•MAY D O K I M
O Y,'SAS. (TTP.B EACH BEAN) —
P.E,1CH STRAP &A990 CIATE9,LLC
AN
I EACH VIE, .14.)5'SMS W/INTEGRAL VO EXTRUDED OR BRAKE-FONNE HEADER
WASHER AND NEOPRENE GASKET OA R[CEIVING CHANNEL(0444 IN.THICKNESS)
e IB'OC.TOP L BO@t WITH MIX 14,
14,BEMONG LEG. CONSULTING
1.2 O.B. (D K'.L e•LAG SCREW a 24•D.C. STRUCTURAL
SLOPE ENTIRE LENGTH OF RECEMNG CHANNEL
o u.3•s.Ms.-1.)G.e. 'ENGINEERS
T0 UPER GUTTER'(IYP.) O O O O O O O O O O O V/(1) FASCIA TO EACH RAFTER TAIL
O O O O O O O ( O O O O O O y/(U H'0,(•LONG PAN HEAD LAG SERE S '
O O O O O O O O O O O O O
()'14.J/4'S.M.S. OHO O000000000000( OOO O000000 O BEFORE ATTACHING RECEIVING CHANNEL `
PO BOX 10039
Temp.,FL 33679
YB.a— O 0 3•(1 LB EPD
Tel:(813)374-G321
00 COMPOSITE PMEL '
OO (OR) SOFFIT R.JIMU Descr(eon
0 1313j•0 1)W000N BOLT SEALANT K' 2K'LDHIT WOOD LAG CHIMS OR )EJi
V/�•0 WASHER B'm.2K•LONG WOMASONRYLA ANCHORS K116 HSBUED'
2.B ANGIE,EACH BIDE SLOPE a 24'oC.HAY
' SAB.BEAM -
(SEE PLAN FOR SIZE) O O O O O O•!F,••
(0)014. 4'S.M.S.,A SCREWS O O O O O O
EACH LEG IYPJ SUPER GUTTER ` 00000 HOST STRUCTU(E
0
3,3.0493 POST WIN) O0 O0 O0 O0 O o '' —SONRY OR WOOD) 0
3.3MHD3G MIN.PLATE W/
(3)314.Y•S.M.S.INTO
BEAM AND COWMN(TYPJ LIG.K'SMS.V/INTEGFAL 3L'.MASHER AND
pp EXTRUDED OR BMXE-ra-cn HEADER
NEW ENE GASNETQ 12'OAC,TOP 6 DUTTON. oR RECEIVING CHANNEL 4•MBL THICKNESS) '
IF CLEARATE PROHIBITS INSTALLATION OF TOPJ WITH MIN Of B EG.
rASTENERS USE.14.4•SMS.W/IY•0 FENDER
-WASHER AND NEOPRENE
General Notes and Specifications:
SCREEN ROOF TO OSITE ROOF
CONNECTION DET 1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
consideration.
3.3.0.093 POST(MIN.) 2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi,and be in accordance with the requirements of ACI 318. J
(6)614.31•C SMS.TOTAL,(3)EACH LEG Reinforcing steel shall have a min.yield strength of 40,000 psi(grade 40)and be provided with cover in accordance with All 318. _ Ql'';
%-MIK C- SPACING(TM W
3•BASE INSERT WAW VERTICAL LEGS w 3. All dimensions are provided by contractor,00 Kim&Associates,LLC have made interpretations where necessary. ci p
K•THICK 6063-76 ALLOY(TYP.) u§ C W
(2)1.0 STAINLESS STEEL Im ,A 4. The followingstructures are designed to be attached to block and wood frame structures of adequate structural capacity. The - of
HOT OIPPEO GALVANIZED 9 q o D
VERGE ANC"`S V/2K'NI N �B contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition.If U In
O
EMBEDMENT INTG CGNCRETE Y g g P P
TOP of DONrnnE there is a question about the host structure,the owner(at his own expense)shall hire an architect or engineer to verify host a) v
"� �;. •:;� structure capacity. °� z
(MIX NONI)ML STAB ± ,•,
/ S. Screen density shall be a maximum of 18 x 14 x 0.013"mesh. Wall screen shall be removed in accordance with Rule 61G20-1.002 m W
Alternative Design for Screen Enclosures.Aluminum shall be 7005-T53 Alloy,6005-TS Alloy:for secondary components 6063-T6, a) Z -LU
Alloy based on industry standard shapes, thicknesses,and tolerances unless otherwise noted. o O U
SCREEN ROOF TO PANEU COMPOSITE, d F (1)
COLUMN TO FOUNDATION 6. Unless'otherwise.noted,SMB shall be stitched with 4100/4"SMS at 24"o.E.,top and bottom. U U
CONNECTION DETAIL z a
7. Connections using screw bosses shall have minimum(4)-#10x2"per connection unless shown otherwise.
ULU >}
F
8. Unless otherwise shown,screws shall have minimum edge distance and center-to-center distances as shown in this table. DRAWN BY: DYK
, 4-sHs W/III-0 FENDER WAVER C-1022 Low Carbon Steel SMS&Self-Drllling(TEK)Screws(Industry Standard Screws) CHECKED BY: DYK
a NEDPAENE GASKET a 12.OC. 3'COMPOSITE - - SCALE AS SHOWN
RWF PANEL
SLOPE Nominal Screw Diameter Minimum Edge Distance Minimum Center to Center DATE: 8111108
o0 00 00 00 0o 0 00 00 00 00 0o oc Screw (in) Distance
o0o0o0o0 0o0o0o000000c E
0 0 0 0 0 C) 0 0 0.,0 0 0 #10 0.188 /Ne Yi'
/ #12 0.219 1/e'
EDGE eUM J , S •• DO YEON KIM,P.E.
MICE PUN FOR BR[, I To EG,E(DE SUE OF PI.-2 FLA REG.NUMBER 494B7
YIN.DDss)WALL TO EDGE BEAM WITH(6).(4)s
IHXDW[55) S.MS.,IDE SCPEW BOSS.(4)SCREWS
EACH SIDE(fYPJ
' DD KIM ASIL TES,LLC
COLUMN/POST Structure has•been designed to meet the 5'N Edition FBC(2014 FBC).Project is sited where the ultimate design wind speed,Vult, 7
(SEE P AN cow slzE) is 150 mph 13-sec gust)for risk category I buildings and other structures.Exposure B. Design pressures are from Table 2002.4, re679
2014 FBC reduced by 0.88 for screen mesh factor,0.6 for allowable stress design(ASO). 7 1/•17
COMPOSITE ROOF TO HOLLOW EDGE BEAM 10. Concrete anchors may be"Large Diameter Tapcons"(LTOs),Tapcon concrete screws,Simpson Strong-Tle'Anchors or Titian Screws
CONNECTION DETAIL or approved equal.
11. Aluminum roof pans shall be of aluminum allay 3105-1-114 or 3105-H28.Composite panel skins shall be of aluminum alloy 3105-1-115 Drawing No.-060811
or 3105-H25. SHEET 3 OF 3