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PURLIN SUPPORT COLUMN/POST
2x2x1/8" x 2" LG. ANGLE W/ (4) #12x3/4" S.M.S (EACH SIDE)
S.M.S. WITH MIN. ¾," EDGE DISTANCE
0 0
0 0
3" MIN. (1YP.)----1----'
¾, "¢ CONCRETE ANCHOR W/2¾," EMBEDMENT INTO STRUCTURAL CONCRETE (EACH SIDE)
SIDEWALL COLUMN TO CONCRETE
CONNECTION DETAIL
SEE PLAN FOR SIZE
1 x2 0.8. FASTENED TO CORNER SECTION WITH #14x1½'' S.M.S.@ 24" o.c.
2x2x}f," ANGLE 2" LONG (EACH SIDE) W/(2) #14x¾" S.M.S. TO POST & 3/8"¢ H.D. GALV. EXP. BOLT W/ 2 1 /2" MIN. EMBEDMENT
CORNER POST/COLUMN
TO CONCRETE
CONNECTION DETAIL
S.M.S. WITH MIN. ¾," EDGE DISTANCE
EDGE OF CONCRETE
}(," ANGLE, EACH SIDE (1YP.)
¾,"¢ CONCRETE ANCHOR W/2¾," EMBEDMENT INTO STRUCTURAL CONCRETE (1YP., SEE NOTE 10) ( 1 "x2" O.B. SOLE PLATE
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¼"¢x2¼" CONCRETE SCREW ANCHOR @ 24" O.C. AND 9" FROM POST (1YP.)
--+--'--!' <TYP.> • zru�
PLAN VIEW
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
EDGE OF CONCRETE
.Ji," ANGLE, EACH SIDE (1YP.)
¾,"¢ CONCRETE ANCHOR W/2¾," EMBEDMENT INTO STRUCTURAL CONCRETE (1YP., EE NOTE 10) 1 "x2" O.B. SOLE PLATE
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,_:_�=---___]_g
¼"¢x2)f' CONCRETE SCREW ANCHOR @ 24" O.C. AND 9" FROM POST (1YP.)
1 x2 0.8. SOLE PLATE
:...
2"x PURLIN
BEAM MAY BE FLAT OR SLOPED
BEAM
PLAN -TYPICAL DIAGONAL ROOF
BRACE CONNECTION
2x2x½," ANGLE CLIP. CUT AT A 45" (+/-) ANGLE AND ATTACHED TO THE SCREEN ROOF BEAM WITH ONE (1) ¼"¢ THRUBOLT, WITH FENDER WASHER. ATTACHED TO BEAM OR EAVE RAIL. DIAGONAL BRACING SHALL NOT BE ATTACHED TO ROOF PURLINS.
2x2x0.093 BRACE (SEE PLAN)
_-+-_,___ 1' <TYP.) . z ru�
PLAN VIEW
BEAM SUPPORT COLUMN/POST
2x2x1/8" x 2" LG. ANGLE W/ (4) #12x3/4" S.M.S (EACH SIDE)
POST
�
COLUMN
2½" MAX. THICK BRICK PAVERS SET IN MORTAR ON TOP OF FOOTER
0.8. SOLE PLATE
: .... ·.. .... · .... .-,I . . . . . '!· . . .. . .4 •. .-.•. •
. · .. �--··. ·.
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....•. · .... � ,a.
-',4--: ··" . _...... �--. . ... · . : '. . ..
¼" ¢x5" CONCR�E SCREW�· :
0
2: .. ,
.
O.C.: �2¾," �IN: CONC. (1YP.), 1½" CONG. EMBEDMENT (MIN.) EMBEDMENT (1YP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
.•. <I
B'(MIN.)
'4. .,
...
4" NOMINAL CONCRETE SLAB (3000 PSI, MIN.) W/6x6x10/10 W.W.M. OR FIBER REINFORCED [POLYPROPYLENE FIBER -1.5 POUND (MIN.)PER C.Y.]
.... ., 4 .,
�UNDISTURBED SOIL OR COMPACTED CRUSHED LIMEROCK (90% PROCTOR) MIN. ( 1 )-#5 REBAR CONTINUOUS, SPLICE MUST OVERLAP 20" MIN. 3" COVER (1YP.)
FOUNDATION/SLAB □ET AIL
. N
1 x3 O.B. FASTENED TO CORNER SECTION WITH #1 Ox2" S.M.S. W/ % " DIA. WASHER @ 18" O.C.
2x5x)(,• ANGLE (2' LONG) IJ/ (2)-#14 / TEKS INT□ TOP □F 2x3 EAVE RAIL AND (2)-/ #14 TEKS INT □ THE FRONT □F THE CORNER POST
1 x2 O.B. TOP FRAME
1 x O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST/COLUMN
UPRIGHT DETAIL
APPROXIMATE
GRA
. 4 .
_ . ., ITT .j 1::=-
3000 PSI MIN. CONCRETE STRENGTH
1!
1i�COMPACTED OR 11 UNDISTURBED SOIL/SAND
(1)-#5 REBAR, CONTINUOUS 3" MIN. CONC. COVER, 36" MIN. LAP SPLICE
12" MIN.•
MIN. CONTINUOUS PERIMETER FOOTING
(4) #12x¾" S.M ..
2"x PURLIN
BEAM MAY BE FLAT OR SLOPED
(2) #1 OxY2" S.M.S . (1YP. EACH END)
PLAN -TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
2x1xY," ANGLE
BRACE
2"x1 "x}(," ANGLE (BRACE) W/ (4) #12x¾" S.M.S. @ EACH MEMBER INTERSECTION
2x2"'1," ANGLE 2" LONG ON UNDERSIDEW/(4) #12x¾" S.M.S. EACH LEG (BEAM & BRACE)
2x3 BRACE (SEE PLAN)
AL TERNA TE (2)
2x3 BRACE
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
SHEET 2 OF 3
(4) #14x3/4" S.M.S. (TYP.)
S.M.B. BEAM
(3) #14x¾• S,M,S, <TYP, EACH STRAP AND EACH SIDD
1 x2 0.8.
lx5x)i,• ANGLE 4' LONG <TYP. @ EACH BEAM)
#14x4' S,M,S, vi/ 1¼'¢ FENDER vlASHER AND NEOPRENE GASKET @ 12' □,C,
SEALANT
#14x½,' SMS vi/ INTEGRAL ¾'!!! vlASHER AND NEOPRENE GASKET
TOP & #14x)f( SMS BOTTOM, @ 12• □.C, <COMPOSITE ROOF)
SLOPE
COMPOSITE PANEL (SEE PLAN FDR SIZD
<3>-'l(,•¢ THROUGH BOLT vi /1¾"0 vlASHER
(DR)
SEALANT
2x2xlf," ANGLE, EACH SIDE (TYP.) ,---,,-.. __ S,M,B, BEAM
(8) #14x3/4" S.M.S., 4 SCREWS
EACH LEG (TYP.)
3x3x0.050 MIN. PLATE W/
(3) #14x¾" S.M.S. INTO BEAM AND COLUMN (TYP.)
3x3x0.093 POST (MIN.)
<6> 1114x¾• S.M,S, TOTAL, (3) EACH LEG
¾,• MIN, C-C SPACING <TYP,)
3• BASE INSERT vi 11�• VERTICAL LEGS
)(,• THICK 6063-T6 ALLOY <TYP,)
(2) 'Ji!•¢ STAINLESS STEEL DR HOT DIPPED GALVANIZED
C□NC. ANCHORS vi/ 2¼' MIN, EMBEDMENT INT□ CONCRETE, (SEE NOTE 10)
TOP OF CONCRETE
>-
WU l.'.lz n.: "'1 <[ Wr->-
(/) t; �"'
SCREEN ROOF TO PANEL/ COMPOSITE
COLUMN TO FOUNDATION
CONNECTION DETAIL
(SEE PLAN FDR SIZD
3x3x0.093 POST <MIN,)
1114xlf,• S.M,S. vi/INTEGRAL ¾'!!! vlASHER AND NEOPRENE GASKET TOP & 1114xli,' S,M,S. BOTTOM, @ 12' □.C, IF CLEARANCE PROHIBITS INSTALLATION □F TOP FASTENERS USE 1114 S.M.S, @ 12• □.C. CDMPLETEL Y THROUGH COMPOSITE R□□F,
SCREEN ROOF TO COMPOSITE ROOF
CONNECTION DETAIL
1110x4' S,M,S, vi/ 1¼'0 FENDER vlASHER AND NEOPRENE GASKET @ 12• □,C.
3• COMPOSITE R□□F PANELS
(4) #10x2" S.M.S. THRU. UPRI
INTO EAVE RAIL/HEADER SCREW BOSSES
COMPOSITE ROOF TO HOLLOW SIDE WALL
HEADER CONNECTION DETAIL
\__ S□FFIT
HOST STRUCTURE <MASONRY DR vl□□D>
EXTRUDED DR BRAKE-FORMED ROOF HEADER DR RECEIVING CHANNEL (0,044' MIN, THICKNESS)
vl!TH MIN, !Ji,' BEARING LEG,
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 mi nimum 28 day compressive strength of f'c=2500 psi, and be in acc,ordance 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 interpretations where necessary.
4.The following st ructures 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-center distances as shown in this table.
C-1022 Low Carbon Steel SMS & Self-Drilling (TEK) Screws (Industry Standard Screws)
Nominal Screw Diameter Minimum Edge Distance Minimum Center to Center
Screw linl Distance
#10 0.188 'I .,, ..½"
#12 0.219 'le"'l,t
#14 (1/4") 0.250 ½" 'lo"
9.Structure has been designed to meet the 7" Edition FBC (2020 FBCl. Project is sited where the ultimate design wind speed, Vult, is 150 mph
(3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4, 2020 FBC reduced by 0.88
for screen mesh factor, 0.6 for allowable stress design (AS□).
10.Concrete anchors may be "Large Diameter Tapcons" (L TOs). Tapcon concrete screws, Simpson Strong-Tie Anchors or Titian Screws
or approved equal.
11.Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-H15 or
3105-H25.
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
SHEET 3 OF 3