HomeMy WebLinkAboutVarnadore job €2 Ft a d =C3 ^a S loft `T"G�
Vuur
V)y-
w a s-:,. 6,Of,'T
-S4.., ,
€ hCV 3d i y
}}
✓ i Do Y Digitally signed
^ by Do Y Kim
Date:2020.09.18_
"^ Kim 12:37:12-04'00'
i
333.. jP/jP'� a CV YEvla KIM_ P_E_
a FLA_ Llc.;_ NvM13EF:Z 4ts497
=' Cey_ # 26887
0" etlivl S. A�SvC., LLC
P_O_ BV= '1vv39
-rAMP^, r!C 33679
RAG CORNER POST EAVE RAIL BEAM STITCHING SCREWS (SEE TABLE) @ 24' D.C.
S�M�
Cll TOTAL)SS - N x D Q KIM
/ I n
S.M.S AS SHOWN (Yz' MIN, SPLICE PLATE (EACH SIDE OF BEAM) 1� I v I
PATIO SECTION PLATE EDGE DISTANCE & SPACE SCREWS Q Q A 5052-H32 ALLOY OR EQUAL, 1/8' THICKNESS
C-C FASTENER SPACING) EQUALLY (TYP.) & ASSOCIATES, L L C
cowNN —�
0 6' x5' x0,050' CONSULTING
° ° 6❑NE SIIIE)L❑RYSTRONGER o � a STRUCTURAL
PLATE
o A o w
ENGINEERS
K-BRACE �i�}+7,2, vJ w
m m
3' x 3' x O MIN, 6 ALLOY 2x3xOO70 CHAIR RAIL cFOcF PO Box 10039
PLATE OR STRONGER CONENE SIDE) .
DE) WITH O r'�
(3) - #12 x %' S.M.S, EACH SIDE AS O ✓ \ Tampa,FL 33679
SHOWN (3/s' MIN. PLATE EDGE DISTANCE K-BRACE O
& C-C FASTENER SPACING) p p O �y 1.1.1p1 #14x3/q' SCREWS T e -
l:(813)3740321
K-BRACE
CORNER POST O �Q1 A LINE LINE SCREWS PLATE A' 'B'&'C" TOTAL WIDTH
Rev./Date Description
BEAM
3' x 2' x 0.050' MIN. 6063-T6 ��`y (SYpO 1&x�l Q��E51� 7i27 ISSUED
ALLOY
(ON SIDE) B 8>uC ATE DR STRONGER �QPpF. "�f2 l**�#OR 2' 2x4 3 2 24 12' 2015
f VANE 5 gOjP 2x5 3 3 32 14' ZNI
r l
(3) - #12 x %' S.M.S, K-BRACE 1IL 11�tk *1 2x6 4 3 40 14"
EACH SIDE AS SHOWN GIRT (CHAIR RAIL) B LANE P l****1 2x7 5 4 56 16' ZL
(Ya' MIN. PLATE EDGE
DISTANCE & C-C 16�OSN 2x8 5 5 64 16'
FASTENER SPACING) Qom'
2x9 5 6 72 18"
2x2x0.093
° BRACE(TYP.), ROOF BEAM
o ° UNLESS 2x9(HW) 6 7 88 18"
°° ° 1' x 2' DLE PLATE OTHERWISE CONNECTION DETAIL
OTED 2x1Q 7 7 96 18`
w SEE ELEVATIONS
FOUNDATION FOR 'K' BRACE SIZE
(3) #12A- S.M.S., EACH LEG AND MIN. (4)BOSSES
LONG S.M.S. INTO
(6) #12x'/z" S.M.S. CHANNEL TO BEAM SCREW BOSSES (TYP. ALTERNATIVE)
(9) SCREW TOTAL ()
BEAM STITCHING ® 24" O.C. J
' 0 CONCRETE ANCHOR (2 PLACES)
TYP. TOP AND BOTTOM OF SMB Q
IN LIEU OF TYP, Y4' 0 CONCRETE 2x3XO.O7O SEE TABLE FOR SIZES) _ <
SCREWS FOR CORNER COLUMN PURLIN — W
U p
W
1xiA" BY 2" LONG 0
LATERAL "K" - BRACING ANGLE, EACH SIDE (TYP.) 2x3%0.070 GIRT/CHAIR RAIL
CONNECTION DETAILS (SEE PLAN) O
\1 1 x1 x)g" BY 3" LONG �
BRAKE-FORMED RECIEVING CHANNEL ANGLE, EACH SIDE (TYP.) N
(MIN. 0.062" MATERIAL THICKNESS) V
1" x 2 1/8" x 1" x 3" LG. (3) #12xYz" S.M.S., EACH (..) Z
(TYP. ALTERNATIVE) LEG (6) TOTAL (TYP.) 0 W
MIN. (4) #10x2" LONG W
(4) #14x7¢" S.M.S., S.M.S. INTO SCREW BOSSES C Z Lu
2 SCREWS (TYP. ALTERNATIVE)
EACH LEG (TYP.)� O O V
S.M.B. POST F �
HOLLOW POST PURLIN TO ROOF BEAM ~ EE
Q
CONNECTION DETAIL W u a
J W >-
NOTE, PRIMARY SCREEN ENCLOSURE BEAMS SHALL BE U ~
ATTACHED TO HOST STRUCTURE CONSISTING OF CHAIR RAIL/GIRT TO POST
CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX. DRAWN BY: DYK
OVERHANG NO TO EXCEED 30' UNLESS OTHERWISE CONNECTION DETAIL
NOTED ON PLAN DWG. CHECKED BY: DYK
1x2 O.B. SCALE: ASSHOWN
2x3x0.045 EAVERAIL ATTACHED TO _
(2) Y4'0x2Yz' -G. LAG SCREW BEAMS WITH (3)-#10x2" S.M.S. u y MAY BBE SLOPED OR FLAT
INTO SCREW BOSS. a DATE: 8/11/06
EACH SIDE OF BEAM (TYP.) 2x PURLIN
FACIA TO BE 2x6 (MIN.) S.P.F. (MAY BE SLOPED E a (SEE PLAN FOR SIZE)
(4) #14z3/4" S.M.S. OR WESTER RED CEDAR OR FLAT) u
STRUCTURAL GRADE 2 MIN. (2) #10x4" S.M.S. THRU. 2x3
(TYP.) EAVE RAIL INTO PURLIN SCREW 2x5x.125 ANGLE-2" WIDE WITH
BOSSES (2)-#14x1" INTO BEAM & (2)-#14xi" m
INTO UPRIGHT. -}
Z J
J
ROOF BEAM ¢ DO YEON KIM,P.E.
(FLAT OR SLOPED) SECURE FASCIA TO EACH RAFTER TAIL USE #10x1Y2" S.M.S. ® 24" O.C. — — — o
W/ (1) Y•i Ox4' LONG PAN HEAD LAG SCREWS TO CONNECT TO ix2 O.B. TO 20. w FLA.REG.NUMBER 49497
BEFORE ATTACHING SUPER GUTTER
USE #10x1Y2" S.M.S. ® 24" O.C.
TO CONNECT TO 1x2 O.B. TO 2x3.
2x2A"ANGLE, EACH SIDE 1x2 O.B. FASTENED TO POST COLUMN —
/ PURLIN FASTENED TO COLUMN/POST DO KIM&ASSOCIATES,LLC
(TYP.) a W/(2) #10x1Y2" S.M.S. INTO SCREW BOSSES WITH (4) #12x1" S.M.S. (EACH LEG) OF)BEAM (TYP.) OR EACH SIDE DO
MIN„ 3 Yz' MAX. C-C CA#26887
(EACH END, TYP.) USING)6"THICK FLAT BAR BENT 6 12x-Y4" S.M.S. EACH SIDE SPACING OF FASTENERS (TYP.)
(8) #14x3/4" S.M.S., (4) SCREW TO FIT (6063-T6 ALLOY) ( ) # PO BOX 10039
EACH LEG (TYP.) OF BEAM FOR 2x5 COLUMN TO
2x5 BEAM MIN. BEAM EDGE Tampa,FL 33679
// DISTANCE (TYP,)
COLUMN/POST COLUMN/POST J
ROOF BEAM TO FASCIA CONNECTION DETAIL
SIDEWALL POST/COLUMN TO PURLIN MAIN POST/COLUMN TO ROOF BEAM
CONNECTION DETAIL CONNECTION DETAIL Drawing No. -060811
SHEET 1 OF 3
PURLIN SUPPORT
COLUMN/POST Yg" ANGLE, EACH SIDE (TYP.)
S.M.S. WITH MIN. 3/8" 3A"O CONCRETE ANCHOR BEAM � ANGLE ( LONG) (TEKS INTO TOP OF 2 3EAVE RAIL I AND (2)-
W (4)8" x 2" LG. ANGLE EDGE DISTANCE 3•• #14 TEKS INTO THE FRONT OF THE CORNER POST
(EACHH SIDE) STRUCTURAL CONCRETE (TYP.,#12x3/4" S.M.S EMBEDMENT INTO /// D ❑ K I M
(EACH
EE NOTE 10) & ASSOCIATES, LLC
O O %"0 CONCRETE ANCHOR 1"x2" O.B. SOLE PLATE
O O W/2%" EMBEDMENT INTO 2"x PURLIN
STRUCTURAL CONCRETE CONSULTING
(EACH SIDE)
I 1x2 O.B. TOP FRAME STRUCTURAL
a a z ENGINEERS
NE °'' �'° ^ y •t � 2x2 ANGLE CLIP, CUT AT 1x3 O.B. FASTENED TO CORNER
.� 5' CORNER POST
.`A':� A 45' (+/-) ANGLE AND SECTION WITH #10x2" S.M.S. W/
3" MIN. (TYP.) a w BEAM MAY ATTACHEBEAM WITH TO THE
(1)SCREEN
THROOF �" DIA. WASHER ® 18" O.C. PO BOX 10039
Y4"0x2Yq" CONCRETE BE FLAT ix O.B. SIDE WALL CORNER UPRIGHT
z W BOLT, WITH FENDER WASHER. Tam a,FL 33679
SCREW ANCHOR ® 24" O.C. OR SLOPED P
E j z ATTACHED TO BEAM OR L N RAIL. Tel: 813 374-0321
ago AND 9" FROM POST (TYP.) O DIAGONAL BRACING SHALL NOT BE ( )
N� I ATTACHED TO ROOF PURLINS.
2x2xO.093 BRACE P
SIDEWALL COLUMN TO CONCRETE 9• COLUMN/POST ELEVATION VIEW Rev./Date Description
(SEE PLAN)
CONNECTION DETAIL 0 Zo,s ISSUED
1x2 O.B. SOLE PLATE CORNER POST/COLUMN
PLAN - TYPICAL DIAGONAL ROOF �
BRACE CONNECTION UPRIGHT DETAIL
0 0
SEE PLAN FOR SIZE
EDGE of CONCRETE I' (TYP.) 2500 PSI MIN. CONCRETE STRENGTH
1x2 O.B. FASTENED TO CORNER ti£ COLUMN d d
SECTION WITH #14x1Yz" S.M.S.®
za" O.C. APPROXIMATE
qN PLAN VIEW
wwa a III—
w z SET IN MORTAR ON TOP OFFOOTER GRAD ' III—I
2x24" ANGLE 2" LONG (EACH SIDE) IE
W/(2) #14x3/4" S.M.S. TO POST z ti� Z -I I I I I c. d d ° I I III l
& 3/8"0 H.D. GALV. EXP. BOLT + u ca£ SCREEN 0.6, SOLE PLATE _
W/ 2 1/2" MIN. EMBEDMENT I—I I a —I I I- CID�)I1IIII A IIIIIII�COMPACTED OR _ �
_III d I I=I UNDISTURBED SOIL/SAND w
CORNER POST/COLUMN I—I I _ (1)—#5 REBAR, CONTINUOUS c
•;' —III III—I I 3" MIN. CONC. COVER, 36" MIN. LU
TO CONCRETE r ;. .. , . _
II—II -III—II I—III—II =III= LAP SPLICE o
CONNECTION DETAIL ° cn...° i fii
� O
3 12" MIN.* 0Yq" Ox5" CONCRETE SCREWS ® 24' O.C. 2/8" MIN. CONC.
BEAM SUPPORT T1• EMBEDMENT (TYP.) U z
3 Jg" ANGLE, EACH SIDE (TYP.) COLUMN/POST (TYP.), 1Y2•• CONC. EMBEDMENT (MIN.) LL1
S.M.S. WITH MIN. /g"
EDGE DISTANCE %"0 CONCRETE ANCHOR L z
W/2%' EMBEDMENT INTO W/ (4)8" x 7" LG. ANGLE (D iii
STRUCTURAL CONCRETE (TYP., W/ (4) #12x3/4" S.M.S TYPCIAL FRONT VIEW OF POST TO MIN. CONTINUOUS PERIMETER FOOTING m LLI
SEE NOTE 10) (EACH SIDE) 0 Z C)
(\1i` 1"x2" O.B. SOLE PLATE FOUNDATION CONNECTION WITH PAVERS �_ p �U
O O
O _I
O O \ , Q
a N-6 I Q BEAM V ALTERNATE (1) J LLI >
POST U Q
...° 2x1x%" ANGLE
3" MIN. (TYP.) (4) #120/4"" S.M. BRACE DRAWN BY: DYK
z Y4"OxA4"" CONCRETE
£ w SCREW ANCHOR ® 24" O.C. 4" NOMINAL CONCRETE SLAB 2"x PURLIN 2"x1"A"" ANGLE (BRACE) W/ CHECKED BY: DYK
uu AND 9" FROM POST (TYP.) (2500 PSI, MIN.) W/6x6x10/10
z (4) #120/4" S.M.S. ® EACH SCALE: AS SHOWN
`a o W.W.M. OR FIBER REINFORCED
ti POLYPROPYLENE FIBER - MEMBER INTERSECTION
[ O DATE: 8/11/06
1.5 POUND (MIN.)PER C.Y.1 O
COLUMN/POST z z O
2x2xYe"' ANGLE 2" LONG ON
UNDERSIDEW/(4) #12x3/4"" S.M.S.
1x2 O.B. SOLE PLATE ° - d •a BEAM MAY
EACH LEG (BEAM & BRACE)
® ® a.. .� BE FLAT
e. ,a ° °d.. ° OR SLOPED
°d, °� c d ((2) #1)x2Y2" S.M.S. °__ DO YEON KIM,P.E.
® a d^ ° A (TYP. EACH END) 2x3 BRACE FLA.REG.NUMBER 49497
v
III III III III ` _ ((2
a d (TYP#1EA H2 END)S (SEE PLAN)
° a ALTERNATE (2)
° DO KIM&ASSOCIATES,LLC
1' (TYP,)
� III—III III—III a d ° .a°: < � 2x3 BRACE PO Box10039
EDGE OF CONCRETE N z —I 11—I 11 11 I—I I ''
E .a UNDISTURBED SOIL OR COMPACTED Tampa,FL 33679
CRUSHED LIMEROCK (90% PROCTOR)
PLAN VIEW MIN. (1)-#5 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20" MIN. PLAN - TYPICAL ROOF
MAIN COLUMN TO CONCRETE B'(NIN.) 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./Date Description
0 "' ISSUED
eon
0
0
General Notes and Specifications: Z_\
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 All 318.
Reinforcing steel shall have a min. yield strength of 40,000 psi Igrade 40) and be provided with cover in accordance with ACI 31& J
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 w
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 O
structure capacity.
a)a) 0
U z
S. 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 L7 z
components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted. ( w
c Z
6. Unless otherwise noted, SMB shall be stitched with #10x3/4" SMS at 24"o.c., top and bottom. — 0
~ J
7. Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise. Z U U
w o7 a
8. Unless otherwise shown, screws shall have minimum edge distance and center-to-center distances as shown in this table. U wQ >-
C-1022 Low Carbon Steel SMS & Self -Drilling (TEK) Screws (Industry Standard Screws)
DRAWN BY: DYK
Nominal Screw Diameter Minimum Center to Center CHECKED BY: DYK
1 Minimum Edge Distance SCALE: ASSHOWN
Screw `In) Distance DATE: 8/11/06
#10 0.188 5/16" '/xs,
#12 0.219 gl�er 9/14n
#14 (1/4") 0.250
DO YEON KIM,P.E.
FLA.REG.NUMBER 49497
9, Structure has been designed to meet the 6" 'Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, V-1% is
150 mph I3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, DO KIM&ASSOCIATES,LLC
P g 9' Y 9 P 9 P CA#26887
2017 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
454.2.17.1.11. if enclosing a pool. Drawing No. -060811
SHEET 3 OF 3