HomeMy WebLinkAboutSCREEN ENCLOSURE1. eunding Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
- —Category 1 - -
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region 8 Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VmT=150 MPH
Exposure Category, Paragraph 1609.4.3 : C
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Speclflcations for Aluminum Structure, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association. Inc. Washington, D.C..
2010 Edition
3. ASCE 7-10
General Notes:
1.
2.
3.
The contractor shall verify all cimenstons prior to construction
All work shall comply with all local and regional ordinances.
Any deviation from this plan shall be reviewed by the engineer of record and Is
subject to approval.
Specifications
The following specifications are applicable to this projects:
1. Where concrete specification are required, whether In the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 3/4' max -ASTM C 33
1.1.3. Air entraining +/-1%-ASTM C 260
1.1A. Water reducing agent-ASTM C494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
12. Metal accessories shall conform to:
1.2.1. Reinforcing Bars -ASTM A615, grade 60
12.2. Welded wire fabric -ASTM Al a5 S
1.3. Concrete slump at discharge per chute not less men 3" or more than 5..
Water added after batching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Paris 1, 2 and 3Including hot weather recommendations.
1.5. Moist cure or polyethylene curing permitted.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor harder.
1.8. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant. minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series *300".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24' on center or #12 screws W from end 12" on center.
5. Screened enclosures containing swimming pools shag comply with the applicable
requirements of FBC R4501.17 Residential Swimming Banter requirements.
6. Door location shall be determined by contractor in the field.
7. When Installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the pavers must
be bonded to the concrete with an epoxy, minset, or 3.000 PSI grout to ensure full
positive contact with concrete.
8. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
Foundation Design: New Bramwell Feeler. See Detail
Concrete shall be a minimum 2,500 psi FIBERCRETE. Reber 31' lap splice. Use 3"
chairs. Per anent edition of the Florida Building Code, Residential, Section 401A.1,
soils testing Is not required for design using the presumptive bearing pressure of 1.500
Pat.
Roof Type Screen Size
MANSARD 18114 MESH
11 OW SECTIONS sEIF MATING BEAM ISMBI 1HEPORCHFAMWBE
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THE RESPOHSIBlUN OF THE
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES7. DRAWING NOT TO
SCALE USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL. ___ _
M
BY
St Lucie County
REVISIONS
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"'NOTE -NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS-
1B'x 2'x2-EXTRUDED (4) 414 x WV SMS
ANGLE 50521 2AMAY O O INTO POST
O O
BRICK PAVERS —1
CONCRETE
SIDE VIEW
(4)V14x W4'SMS
2'x2'lM
BRICKPAVERS.MAYNOTBE INTOPOST
PRESENT. FOLLOW
(1) WW DIA.CONCRETE
ANCHOR MINIMUM
SCREWANCHORS
CONCRETE EMBEDMENT
(2 IW CONC. EMBED) -
1'xr BASE PLATE
ANCHORED TO CONC W/ M"
CONCRETESCREWANCHOR
)MIN. 1114-EMBED)
xa� a. d
d•:
FRONT VIEW
DJ-1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL
A-2 SCALE:NTS
CORNER POST
(2) 010 x 112• SMS
THRUSCREWBOSSES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETEEMSEDMENT
SLAB/FOOMNG
SEE PLAN SIDEVIEW
x
I-xr BASEPLATE
ANCHORED TO CONC W/ 1/4•
CONCRETESCREWANCHOR
(MIN. 11/4-EMBED)
6" MAX EACH SIDE OF POST
4E
AN02V O.C. MAX
1' x2" O.B. FASTENED TO CORNER
POST W OIUI IW SMS AT6• FROM
(B)01.
1B'PIATEC
606}T6 ALL]
EYE
CAI
H-2 CABLE CONNECTION AT CORNER
A-2 SCALE:NTS
TOP&BOTTOMMI-s.TYPICALLYo
iB•X2' IDITRUDEO
I I (1)12'DR RU BOLTv LOCK
24. O.C.
ANGLE 5052 H.32 ALLOY
JAM NUT -IN LIEU OF NYLOCKJAM
EA SIDE
NUT.JAMNUTv THREADLLOCKER
lWx2'x2'EKTRUDEDANGLE5052
MAY BE USED
H 2 ALLOY EA CORNER WI (2). 014x 2'
BRICK PAVERS
TIGHTEN TO CONTACT. DO NOT
SMS INTO POSTS (1) 3W DIA
OVER TIGHTEN
CONCRETE SCREWANCHOR INTO
CONCRETE
ONT
CONCRETE
BRICK PAVERS. MAY NOT BE
i < PRESENT. FOLLOW
d
ANCHOR MINIMUM
x iw
os
E.
CONCRETE EMBEDMENT
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m
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SEE PLAN
d•
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SIDE VIEW
r�
CONCRETE POST WI1'X2'0
BACKSIDE
(1) W8' DR CON"ANCHORED
SCREWANCHO
WB'x LENGTH AS REQUIRED
(2 IW CONIC. E
FOR 21/4• EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
11 -IRSEPLATE
BRICK PAVERS
TO CONC W/ 1/4'
CONCRETESCREWANCHOR
(MIN.1 IlV CONC. EMBED)
6-MAX EACH SIDE OF POST
' 1 .
FRONT VIEW
CP-1_ CORNER POST TO CONCRETE W/PAVERS DETAIL
A-2 SCALE:NTS
U1 ••. d. 4• Ilf.
SLABBOOTING
SEE PLAN 4 -
�\ FRONT VIEW
/ tS \ 2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
p_2 /SCALE: NITS
UBL COMPRESSION SLEEVES
BRICK PAVERS. MAY NOT BE —
PRESENT: FOLLOW
ANCHOR MINIMUM
(4) 0
SLIBIFOOTING
SEE PLAN
—1B•s.s. cAeLE
i llrx 55B'x 118-ALUM.
FLAT BAR 606}TBALUM. W/
(2) W8' DIA x 2 WV
EMSEDMENTCONCRETE
ANCHORS
w
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1B'S.S. CABLE
I Ilex 65B•x IW ALUM.
fWT BAR 606}TB ALUM.
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(2)W8'DR. x 3-EMBEB-' LSLABIFOOTING
CONIC. SCREWANCHOR SEE PLAN
H-1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE:NTS
RECEIVED
NOV 2 ® 2018
ST. Lucie County, Permitting
(EMBER
C- jPURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE:NTS
0
REVISIONS
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REVISIONS
-NOTE -NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS"
V WOE x 0.125- 2 BRACKET ® EAC
NOTE:
SEAMATTACHEOTOFASCIAW3IB'x
(2) 31B' DLl x 4' LAG SCREWS FOR
OST
3' LAGS IS PER BRACKET) AND 31S'
SPANS GREATER THAN WO
XY LLAG ®2V O.C. AT GUTTER
NOT NEEDEHEG
GROOVE OTME, 20.044'RH
OPEN BACK W fit) MO x2MY SMS
THRU BEAM INTO SCREW BOSSES
(1)010 z 11W SMS6
FROM BEAM AND 26' O.C.
WOOD:
#I0x3xwMODSCREWs.6'
FROM GIRT 6 ®1PO.C.
p
CONC.
p p
IW DIA x 7 CONCRETE
' SCREWANCHOR.6'
MATING
FROM GIRT S LBJ 24'O.C.
ELEMENT
I (Q i' x112'INTO
F'_-.rH0LLOWSECTION
CONTACTOR TO VERIFY
SCREWSOSS
O
2'x4'FASCIA-IFLESS
'
11B'x2'x2'x PAL UM 0
O O
THAN2'x4'FASCIN,2-X4'
ANGLE W (4) itd
SUB FASCIA SHALL BE
SMS EACH E
PLACEDOVER,LENGTHEN
EACH SIDE
EACH SIDE OF BEAMIPURUN
GUTTEWSUPER
GUTTER UGSCRTESUB FULLY
PENETRATESUBFASCIA,
WOOD.10x
IFOTHERFASCIA,ADD Yx4'
I
z3'WOOD
PTFASCIA
FROM
FROM GIRT 8(j 12'O.C.
1r D.C.
-INTLAG
BOLTS -11r2' INTO TRU55
GIRHOR
CONC,
WHEN BE,
.08Y BAC PILATIETAILS -COUNTERSINK
PURUNCTION
GIRT OR PURUN
V4°DIA.
2IM'xI tirx 0.GERT
GUTTER, xt UB'x0.W (MIN.)
ON INSIDEOF GUTTER FLUSNWHENMSTALUNO
OF
I
NCHOMRETE
R.6'
ALUM RECEIVING CHANNELx MIN.(S
1R'LAGSCREWS.
FROM GIRT
FROM GIRTS®24'O.C.
M2z311' SMS
DRILL TO
PRE4TNT
I 1'z 2°
PREVENT SPOTTING
SLUTS
V \GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-3 SCALE:NTS
MEMBERSIZE EDGE'C'
2X4
12'
w
1'
2X6-MO
111Y
(SEE A-1 FOR SIZE)
FLASHING
EAVE RAIL (SEE M FOR SIZE) I�
INTERNALLYSCREWTHRU BEAM
W(3)010x IIWSMS
I
f xFASTENTOEAVERAIL
W i 10 x 1llY SMS 6' FROM
UPRIGHT32e O.C.
1'
(1) 1Q'DLLx212'THRU BOLT Alt
W NYLOCKJAM NUT.IN UEU
OF NYLOCKJUM NUT. JAM NUr
W THREADIOCKER MAY BE USED
INSTALLATION REQUIREMENTS: I
SOLT IS TO BE INSTALLEDASTO
NOT DAMAGE BABE MATERIAL
DO NOT OVER TIGHTEN.
0l UPRIGHT TO BEAM CONNECTION
A-3 SCALE NTS
c_ 1 1X2 TO HOST STRUCTURE DETAIL
A-3 SCALE: NTS
Note - Orientation may be different
W16' M2-H32 GUSSET � 014 EMS C I1M' O.C.
2' z PURUNS ATTACHED TO—
BEAN1 WMIN (4) M0 x 112' SMS
PLACE WASHER UNDER SCREW
INGUSSESTCORNER
2'x SMS UPRIGHT
NOTES:
(SEEM FOR SIZE)
1.
SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FORILLUSTRATNE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
2
GUSSETDIMENSIONSAREAMIMMUM(2) REQ'O-(1)EASIDEOFBEAM-M0WBEINTERNAL
OR EXTERNAL
3.
AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS W MAINTAIN 1114'CIC SPACING.
GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGETO MATCH BEAM SIZE.
\4.
t
TYPICAL INTERNAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
' A_3
SCALE: NTS
6'
PER ESERIES
DETAIL #2
MAX
DETAIL #1
SELF MATING
BEAM
�
a
W� ;a
CONTRACTOR
p n
(NTOBEA'SMSTHRUBRACE
R-1 O
F-1w� R5
INTOBEANTHRU GUSSET
PLATE
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�
O
W db u�
W ON u
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H
i e
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e
W U g
CONTRACTOR SHAILRUN
3Y
RU BOLT ATTACH
W1 NYLON WASHEE R 6
NY
STAINLESS STEEL NUT
STAINLESS
_' ROOF BRACING CONNECTION DETAIL
W
0
A-3 SCALE: NTS
RECEIVED
U)
NOV 2 8 2018
O
1-
< :M L9
LL E y L
ST. Lucie County, Permlttln9
V
= rn m `o
�-
2x PURUN-NOTCH SOTTO
FLANGE TO OVERLAP UPRIGHT
Z
V T LL
E C
W
O L
IL
EAVE RAU. INTERNALLY SCREWE /
THRU UPRIGHT WITH (3) 010 xY SMS
W m
INTOSCRMBOSSES
7
S N M m
W
``'�
GG
W
U
0.
0O
v'IL
(�
O BAOK INTEHNALY
1'x YxITO
SCREWTO U IGH
SMSS FASTENTO EAVE RAIL
FASTENT O E LM
MO x 112' SMS SPACED 6' FROM
UPRIGHTANDAT 24'O.C.
400
0050OAn_
14e-M1
/ F SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE: NTS
0
A-3