HomeMy WebLinkAboutSCREEN ROOM DETAILSFLASHING, SEAL AS REO'D.�
A14xW SMS W/ INTEGRAL 44e-0
WASHER AND NEOPRENE GASKET
TOP 6 014x OSMS BOTTOM.
8 12' D.C. (COMPOSITE ROOF)
SLOPE
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SECURE FASCIA TO EACH RAFTER TAIL
V/ (1) WO x 4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING RECEIVING CHANNEL
EXTRUDED OR BRAKE -FORMED ROOF HEAD
OR RECEIVING CHANNEL (0.044' MD1. TH KNESS)
WITH MIN. III' BEARING LEG.
(1) Y4'0 x 2' LAG SCREW 2 24' O.C.
ENTIRE LENGTH OF RECEMNG CHANNEL
COMPOSITE PANEL
(SEE PLAN FOR SIZE) C ❑ R
SEALANT
SLOPE
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NEOPRENE GASKET TOP R Y14xW S.M.S. BOTTOM,
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Yi 0x2h" LAG SCREW O 12" O.C.,
(1) WITHIN 3" OF EDGES (TYP.)
1'x2" O.B. OYP.) -�
- -
610x(PANEL THICKNESS+17 S.M.S. W/ IY'0 FENDER
AND NEOPRENE GASKET 8 12' D.C. _ _
WASHER— - -
- 3' COMPOSITE
PANEL
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NOTE: STUD
& ASSOCIATES, LLC
FOR BLOCK FRAMED HOUSES USE
11118'4'CONCRETESCREW WOOD FRAME WALL
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O 18 O.C., 1 WITHIN 3'
OF EOGEs (TYP.)
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STRUCTURAL
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ENGINEERS
TYPICAL SCREEN EDGE TO STRUCTURE
GE BEAM
((SSEE PLAN FOR SIZE, ;
i ATTACH EACH SIDE OF UPRIGHT
CONNECTION DETAIL
MIN. 0.050" WALL
THICKNESS) ;
' TO EDGE BEAM WITH (8) #IOx2"
; S.M.S., INTO SCREW BOSS, (4) SCREWS
PO BOX 10039
Tampa, FL33679
EACH SIDE (TYP.) -
Tel (813) 374-0321 -
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Fax: (813) 374-0322
SEE PLAN FOR SIZE
ix O.B. FASTENED TO CORNER
sr 0 x 2W LONG WOOD LAG SCREW OR SECTION WITH #1446" S.M.S.4
• y' 0 x 2Y4' LONG MASONRY ANCHORS 24" O.C.
E 24' O.C. MAX,
' 2x2x1g" ANGLE 2' LONG (EACH
• ' HOST STRUCTURE W/(2) Y14k-Y4 S.M.S. TO POS
(MASONRY MOOD) do 3/8 0 H.D. GALV. EXP. BOL
.. W/ 2 1/2" MIN. EMBEDMENT
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044' MIN, THICKNESS)
WITH MIN. IW BEARING LEG.
COLUMN/POST
(SEE PLAN FOR SIZE)
COMPOSITE ROOF TO HOLLOW EDGE BEAM
��d CONNECTION DETAIL
11ah
BA5 CONC
ARETHEALTC pAS- OR ATTACHME
IM
ONTRACTOR OI; WY F THE
12 O.C. IF CLEARANCE PROHIBITS INSTALLATION I • CORNER POST / COLUMN TO FOUNDATION
OF TOP FASTENERS USE #14 S.M.S. 2 12, D.C.
COMPLETELY THROUGH COMPOSITE ROOF. CONNECTION DETAIL
COMPOSITE ROOF TO HOST STRUCTURE FILE COPY BEAM
CONNECTION DETAIL
2"x PURUN
ST. LUCIE COAT; Y�BUILDING DIV N
REVIEWED FOR COMPLIANCE
REVIE �(
DATE -BEAM MAY
PLANS AND P RMIT MUST BE KEP N JOB BE FLAT
SITE OR NO INSPECTIONS) WIL E MADE OR SLOPED
O
BEAM SUPPORT
COLUMN/POST
2x2x1/B' x 2" LG. ANGLE
W/ (4) #140/4" S.M.S
(EACH SIDE)
cl—
COLUMN TO CONCRETE/MASONRY
CONNECTION DETAIL
S.M.S. WITH MIN.'
EDGE DISTANCE'
•� .. �•. .A ••_Ul
�•. ,4
- X" ANGLE, EACH SIDE (TYP.)
Yi 0 CONCRETE ANCHOR
W/2%" EMBEDMENT INTO
FSTRUCTURAL CONCRETE (TYP.)
—?/— ' O.B. SOLE PLATE
Y4'Ox2V4" CONCRETE
SCREW ANCHOR O 24' O.C.
AND 9- FROM POST (TYP.)
COLUMN/POST
PLATE
r < \
PLAN - TYPICAL DIAGONAL ROOF
BRACE CONNECTION
2x2x)fi" ANGLE CUP, CUT AT
A 45' (+/-) ANGLE AND
ATTACHED TO THE SCREEN ROOF
BEAM WITH ONE (1) Y40 THRU-
/-�
BOLT, WITH FENDER WASHER.
!i
ATTACHED TO BEAM OR EAVE RAIL
DIAGONAL BRACING SHALL NOT BE
ATTACHED TO ROOF PURUNS.
2x2x0.093 BRACE
/
(SEE PLAN)
EN
THESE PLANS ANID ALL PROPOSED WORK
ARE SUBJECT TOANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMGL" I&I! T H" ALL APPLICABLE CODES.
COLUMN
9JJ" MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
� O.B. SOLE PLATE
zy
" 0x5" CONCRETE SCREWS O 24" O.C. 2%" MIN. GONG.
(TYP.), 1YZ" CONIC. EMBEDMENT (MIN.) EMBEDMENT (TYP.)
TYPCIAL FRONT VIEW'OF POST TO
FOUNDATION CONNECTION WITH PAVERS
FILE C%jr, 1fminikir
"Oft + -
d°
APPROXIMATE o
GRADE
Z FaL d ' d
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d. d
12" MIN!
2500 PSI MIN.
CONCRETE STRENGTH
COMPACTED OR
UNDISTURBED SOIL/SAND
'(1)-#5 REBAR, CONTINUOU
3" MIN. CONC. COVER, 36"
MIN. LAP SPLICE
z 7019 ISSUED
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SCANNED
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CHECKED BY:
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SCALE:
AS SHOWN
DATE:
3/27/O6
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KI e�_10039
IATES, LLC
C67PO
33679
j/-fill
EDGE OF CONCRETE
PLAN VIEW
V (TYP.)
N=
MIN. CONTINUOUS PERIMETER FOOTER
Drawing No. - 060327
SHEET 1 OF 3
(3) #14041 SM.&
(TYP*
EACH STRAP
AND EACH SIDE)
- —EXTRUDED OR BRAKE -FORMED ROOF- - -
HEADER OR RECEIVING CHANNEL
(0.044' MIN. THICKNESS)
WITH MIN. I)V BEARING LEG
#14x)¢' SMS W/ INTEGRAL %♦'0
WASHER AND NEOPRENE GASKET
0 12' O.C. - (TYP.)
SLOPE
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O O O O
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SUPER GU
2. 0 DOLLOP OF CONSTRUCT
ADHESIVE @ 5' o.c.
Ix5x)fi' ANGLE 4' LONG
CTYP. @ EACH BEAM)
FACIA TO BE 2x6 (MIN.)
(1) Y4'0x2' LG LAG SCREW 0 IF
O.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
WAD Y.'Ox4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
SOFFIT
COMPOSITE ROOF TO SUPER GUTTER
CONNECTION DETAIL
Nor -
SPACE SCREWS A A
EQUALLY (TYP.)7
�a
A
BEAM STITCHING SCREWS (SEE TABLE) @ 24' O.C.
SPLICE PLATE -LEACH -SIDE -OF -BEAM)— --
A 5052-H32 ALLOY OR EQUAL, 1/8' THICKNESS
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B yQ C l+ FpR
IvaBN 10
LtVP) 3IA - SCR
ROOF BEAM
CONNECTION DETAIL
#14x%' SCREWS
(W) <xx) (YAWN) (NNNN)
BEAM LINE LINE SCREWS PLATE
'A' 'B'&'C' TOTAL WIDTH
2x4 3 2 24 12'
2x5 3 3 32 14'
2x6 4 3 40 14'
2x7 5 4 56 16'
2x8 5 5 64 16'
2x9 5 6 72 18'
2x9(HW) 6 7 Be 18'
2x10 7 7 96 18'
(2)-(/12x3/4- S.M.S.
O 12' O.C.
#1006' S.M.S. W/INTEGRAL Ys' 0 WASHER AND
(3) S.M.S., EACH LEG AND
NEOPRENE GASKET@ 12' O.C., TOP & BOTTOM.
#1245-
(6) �12x1¢" S.M.S. CHANNEL TO BEAM
(9) SCREW TOTAL
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
txbW BY 2" LONG
2z3x0'070
WITH MIN. IW BEARING LEG.
ANGLE, EACH SIDE (TYP.)
GIRT/CHAIR RAIL
PURUN
(SEE LA
{SEE PLAN)
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=
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MIN. (4) /10x2- LONG
BRAKE —FORMED RECIEVING CHANNEL
COMPOSITE PANEL
(4) d14)(Vj" S.M.S.,
S.M.S. INTO SCREW BOSSES
(TYP' ALTERNATIVE)
(MIN. 0.062- MATERIAL THICKNESS)
2 SCREWS
1' x 2 1/8- x 1" x 3" LG.
EACH LEG (TYP.)
S.M.B. POST
(TYP. ALTERNATVE)
S.H.B. BEAM
(SEE PLAN FOR SIZE)
HOLLOW POST
SCREEN ROOF TO COMPOSITE ROOF
I
@ CARRIER BEAM CONNECTION DETAIL
2x2 16- MIN. THICK ANGLE/CHANNEL (EACH SIDE) 1- MAX. DISTANCE FROM
(LENGTH DEPTH OF BEAM) BEAM EDGE
(7)-#14x% S.M.S.
(EACH SIDE OF BEAM) (2) Y1 0 x 2Ji" LONG WOOD LAG SCREW OR
(2) Yi 0 x 2Y' LONG MASONRY ANCHORS
HOST STRUCTURE ANCHORS
EQUALLY SPACED (TYP.)
f
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CARRIER BEAM •f . •4
(SEE PLAN FOR SIZE) x'
1 2' MIN. E UALLY � '
SPACED CTYP.) HOST STRUCTURE (MASONRY OR WOOD)
BEAM TO HOST STRUCTURE
CONNECTION DETAIL
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
2x PURUN
(MAY BE SLOPED
(2) /10x4" S.M.S. THRU. 20 OR FLAT)
EAVE RAIL INTO PURUN SCREW
BOSSES
USE #IDx1)l- S.M.S. O 24' O.C.
TO CONNECT TO 1x2 O.B. TO 2x3.
1x2 O.B. FASTENED TO COLUMN/POST
W/(2) I{IOx%" S.M.S. INTO SCREW BOSSES
(EACH END, TYP.)
2x3xO.045 EAVERAIL ATTACHED TO
BEAMS WITH (3)-j104" S.M.S.
INTO SCREW BOSS.
2x5x.125 ANGLE-2- WIDE WITH
INTO#UPRIGHT. 0 BEAM & (2)-a14x1
USE 010x1 -S.M.S. O 24. O.C.
TO CONNECTTO ix2 O.B. TO 2x3.
PURUN FASTENED TO COLUMN/POST (9) I{12xY'4' S.M.S. EACH SIDE
WITH (4) ff12x1" S.M.S. (EACH LEG) OF BEAM (TYP.) OR
USING X" THICK FLAT BAR BENT (6) #12AV S.M.S. EACH SIDE
TO FIT(6063-T6 ALLOY) bF BEAM FOR 2x5 COLUMN TO
\ _ 2x5 BEAM
`COLUMN/POST cro i ium In
SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
MIN. (4) #lOx3" LONG S.M.S. INTO
SCREW BOSSES (TYP. ALTERNATIVE)
BEAM STITCHING O 24" O.C.
- (TYP. TOP AND BOTTOM OF SMB
SEE TABLE FOR SIZES)
PURLIN TO ROOF BEAM
CONNECTION DETAIL
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-D -O - K-1-M-
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
TeL-(813)-374-0321 -
Fax: (813) 374-0322
1 112017I ISSUED 1
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txl)A' BY 3" LONG
ANGLE, EACH SIDE (TYP.)
O
(3) Q12x1I- S.M.S., EACH
i)
LEG (6) TOTAL (TYP.)
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CHECKED BY:
DYK
SCALE:
AS SHOWN
S.M.B. BEAM
DATE:
3C17106
MAY BE SLOPED OR FLAT
(SEE PLAN FOR SIZE)
W MIN., 3 S¢' MAX. C-C
SPACING OF FASTENERS (TYP.)
DIN. BEAM
ISTA CE (TYP.) EDGE
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM SOCIATES, LLC
C 26837
4O OX 10039
m L 333679
/,. (f-I j
Drawing No. - 060327
SHEET 2 OF 3
—D-0— K 1—M—
& ASSOCIATES, LLD
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 374=0321 —
Fax: (813)374-0322
7119
General Notes and Specifications: o 2017 ISSUED
A
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate 0
consideration.
2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318.
A
Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318.
3. All dimensions are provided by contractor, DO Kim & Associates, LLC have made interpretations 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-T5 Alloy, or 6063-T6 Alloy. G
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6. Unless otherwise noted, SMB shalt be stitched with #100/4" SMS at 24"o.c., top and bottom. U o
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7. Connections using screw bosses shall have minimum (4)410x2" per connection unless shown otherwise. p
8. Unless otherwise shown. screws shall have minimum edge distance and center -to -center distances as shown in this table. cA z
C-1022 Low Carbon Steel SMS & Self -Drilling ITEM Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter.
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
5/16"
1/2"
#12
0.219
3/81'
9/16"
#14 (1/4")
0.250
'/2"
1 5/81'
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CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
3/27106
9. Structure has been designed to meet the 6T" Edition FBC (2017 FBC). 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 B. Design pressures are from Table 2002.4, DO YEON KIM, P.E.
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD). FLA. REG. NUMBER 49497
10. Concrete anchors may be "Large Diameter Tapcons" (LTOs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws DO KIM AS OCwTES, LLC
or approved equal. PJIB2680039
Taa, FL 33679
11. Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-H15 4
or 3105-H25.
Drawing No. - 060327
SHEET 3 OF 3