HomeMy WebLinkAboutSCREEN ENCLOSUREs-
Design Parameters
1. Building`.OccupaitcyCategory, Paragraph 1604.6 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLT=160 MPH
3. Exposure Category, Paragraph 1609.4.3 : C
Applicable Codes, Regulation and Standards
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 Specifications 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. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. 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 C260
1.1.4. Water reducing agent - ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars - ASTM A615, grade 60
1.2.2. Welded wire fabric - ASTM At 85
1.3. Concrete slump at discharge per chute not less then 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, Parts 1, 2 and 3 including 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 barrier.
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 6" from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier 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, thinset, 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 8"xB" (1 #5 bar Cont.) thickened edge, 4" monolithic slab
Concrete shall be a minimum 2,500 psi. Reber 31"
4-5uiiding_CodeFResidentiii Section-401.4.T�-s-oils testing is not
using the presumptive bearing pressure of 1,500 psf.
Roof Type Screen Size
MANSARD 18 114 MESH
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
PORCH FACTORY BEAM (PFB)
2x2: rxrxo.o46-
2x4SMB: rx4-x O.044-x O.113
FB: rx 3.75'x 0.050"
2x3: rx3'x0.050°
2x5SM8: rx5•x 0.050°x0.100"FB:
rx5.75'z 0.055"
2x 4: 2'x 4•x 0.050°
2x 66MB: rx6"X 0.050° x 0.120"FB:
rx6.75'x0.05r
2x5: rxS"x0.050"
2x7SMB: rx rx 0.057"x0,120"NEE
F5.75
SMB: rX8•x0.072-x
BRACE
-
OPEN eACKSECTIONS-_2x6
O.124°
2x08MB�'XO x0.07rx0.124-
I 11'xrx0.040"
2x 106MB: rx10k0.092'x 0,388°
1 x 3: 1-x 3' x 0.045"
MINIMUM FASTENER EDGE DISTANCE: 117
SNAP SECTIONS
MINIMUM FASTENER SPACING: 314"
2 X 2 Snap: r x 2' x 0.04S"
CONCRETE SCREW ANCHOR:
SHEET MATEL SCREWS (SMS) :
2 x 35p: rx 3-x0,050-
SIMPOSON TITEN HD OR EQUIVALENT
ITW BUILDER OR EQUIVALENT
2 x4Srop: rx4-x 0.04S'
ROOF OVERHANG
CARRY BEAM PER RAN
PANELABOVEHOST
ROOF OVERHANG
2c10 SMB (TYP) r 3.75 PFB
2x2 BOX, BACK END SIM T-
MITERED WTIHW U•CLIP, (4) 13,
#14 SMS INTO
COLUMNICARRY BEAM, (2)
s14 SMS INTO EACH SIDE OF
KNEE BRAY OW)
COLUMN PER RAN
PANELOVFRHANG
3' O.D3r ALUM. SKIN I- B FPS
ELITE FOAM CORE ROOF
PANELS, (FLOMI.1)
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
REVISIONS
EXISTING
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REVISION$
118" x 2° x 2• EXTRUDED
(4) #14 x 3/4"SMS
ANGLE 5052 H-32 ALLOY
O O
INTO POST
O O
BRICK PAVERS
SONDEDTO�
CONCRETE
IY
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•
gU�
SLAB/FOOTING
i
d:
•
•' •• '
'zdW
SEE PLAN
; •
d —•
w w
•',
SIDE VIEW
BRICK PAVERS. MAY NOT BE INTI
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
1" x 2• BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4- EMBED)
6" MAX EACH SIDE OF POST
AND 24.O.C, MAX
4x314•SMS 2"x2`DJ
POST
(1) 3/8' DIA,CONCREfE
SCREW ANCHORS
(21/2' CONC. EMBED)
FRONT VIEW
SCALE:
CORNER POST
(2) #10 x 11/2' SMS
THRU SCREW BOSSES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
SLAB/FOOTING
..4: .
SEE PLAN
SIDE VIEW
(4) #14 x 3/4•
INTO POST
ANCHORED TO CONC Wl 1/4"
CONCRETE SCREW ANCHOR
(MIN. 11/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24• Q.C. MAX
(9) #1,
1/8• PLATE O
6063-T6 ALUI
R Pit,-
SEP 12,9i8
Lermittfng Dep,:,, rj,;ent
Sty u� CilE? CoUnty� r
1" x 2' O.B. FASTENED TO CORNER
POST W/ #12x11/2" SMS AT 6" FROM
EYE
CAE
H-2 CABLE CONNECTION AT CORNER
A-2 SCALE: NTS
TOP & BOTTOM RAILS. TYPICALLY@
1/8'X2-XY EXTRUDED
I I (1)1/2• DIA THRU BOLT W/NYLOCK
24' O.C.
ANGLE 5052 H.32 ALLOY
JAM NUT -IN LIEU OF NYLOCK JP1M
EA SIDE
NUT. JAM NUT w/THREADLLOCKER
1/8" x 2' x 2" EXTRUDED ANGLE 5052
MAY BE USED
H32 ALLOY EA CORNER W/ (2). #14 x 2°
BRICK PAVERS
TIGHTEN TO CONTACT. DO NOT
SMS INTO POST & (1) 3/8' DIA,
OVER TIGHTEN
CONCRETE SCREW ANCHOR INTO
CONCRETE
BONDEDTO
CONCRETE
•,
• BRICK PAVERS. MAY NOT BE
d'
PRESENT. FOLLOW
o w
•
ANCHOR MINIMUM
O g
•
i • .� r, CONCRETE EMBEDMENT
v W
SLAB/FOOTING w •, d . -
•• • '
g
w
SEE PLAN •, • • •
o a .
"=
SIDE VIEW
N Z
CONCRETE POST W/ 1"X2' @
BACKSIDE
(1) 318• DIA CONCRETE
SCREW ANCHORS _
I I UPRIGHT
3/8' x LENGTH AS REQUIRED
(21/4" CONC. EMBED)
FOR 2114" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
- - - --
—
1")Q• BASE PLATE
BRICK PAVERS
ANCHORED TO CONC W/ 1/4`
i6"MAX
CONCRETE SCREW ANCHOR
(MIN. 1 1/4• CONIC. EMBED)
EACH SIDE OF POST
U
FRONT VIEW
2 POST TO CONCRETE
• • ' <
.• i
,
SLABIFOOTING
SEE PLAN d •• ••
B �2"x4"
Ifid
DETAIL
DBL. COMPRESSION SLEEVES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
SLAWFOOTING
SEE PLAN
1/8' S.S. CABLE
1 1/4' x 5 51W x 1/8• ALUM.
FLAT BAR. 6063-T6 ALUM. W/
(2) 3/8' DIA. x 2 3/4'
EMBEDMENT CONCRETE
ANCHORS
w
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•: ly
/\ 1/8" S.S. CABLE
2k
1 1/4• x 5 SM. x 1/8' ALUM.
p
FLAT BAR. 6063-T6 ALUM.
94
IN
:d i
• ••..
- a ,..,
(2) 3/8" DIA. x 3' EMBED \—SLAB/FOOTING
CONIC. SCREW ANCHOR SEE PLAN
F• 1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE:NTS
114" LAGS, 4• FROM ENDS & 18' O.C. MAX l" MIN
LONGER THAN THE PANEL THICKENESS. W/
NEOPRENE WASHER ON EACH LAG
I' X 0.082 ALUM
RECEIVING CHANNEL W/
#12 X 3/4• TOP AND
BOTTOM AS END CAP
(2) 3/8' DIA THRU BOLTS
IF SCREEN WALL BENEATH
COMPOSITE ROOF, 1' x 2'
W/ (2) #1Q x 2" SMS INTO
SCREW BOSSES INTO
UPRIGHT & (1) #10 X 2" SMS
6• FROM EACH SIDE OF
UPRIGHT & @ 24.O.C.
UPRIGHT OR POST. SEE
PLAN SHEET FOR MEMBER
INFORMATION
S CARRY BEAM CONNECTION
A-2 SCALE: NTS
COMPOSITE ROOF PANEL
I' X 1" X 1/8" ALUM ANGLE
W/ (3) #12 X 3/4' SMS EACH
SIDE
CARRY BEAM. SEE PLAN
SHEET FOR -MEMBER_
iNFORMATIQ� ;
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- NOT ALL DETAILS ARE USED
r° ,.
6" WIDE x 0.125" "Z" BRACKET @ EACH
BEAM ATTACHED TO FASCIA W/ 3/8' x
3" LAGS (3 PER BRACKET) AND (1) 318'
X 3" LAG @ 24" O.C. AT GUTTER
1" x 2" x 0.044" OPEN BACK
W/ (2) #10 x 2112"SMS THRU-
BEAM INTO SCREW BOSSES
(1) #10 x 11/2" SMS 6" ----�
FROM BEAM AND 24" O.C.
O O
001
MATING
ELEMENT
1/8'x2"x2"x2"ALUM. p
ANGLEWI (4) #14 x 3/4"
SMS EACH FLANGE
EACH SIDE OF BEAM
0.062" BACKING PLATE
ON INSIDE OF GUTTER
2118° x 1 1/B° x 0.062" (MIN.)
ALUM RECEIVING CHANNEL
W/ MIN. (2) #12 x 3/4" SMS
NOTE:
(2) 318" DIA. x 4" LAG SCREWS FOR
SPANS GREATER THAN 30'-0"
CONTRACTOR TO VERIFY
2° x 4" FASCIA- IF LESS
THAN 2" x 4" FASCIA, 2" X 4"
SUB FASCIA SHALL BE
5" SUPER PLACED OVER, LENGTHEN
GUTTER LAG SCREWS TO FULLY
PENETRATE SUB FASCIA,
IF OTHER FASCIA, ADD 2" x 4"
PT FASCIA wl 12" LAG
BOLTS- 1112" INTO TRUSS
TAILS- COUNTERSINK
FLUSH. WHEN INSTALLING
112" LAG SCREWS.
PRE -DRILL w/318" DRILL TO
PREVENT SPLITTING
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-3 SCALE:NTS
MEMBER SIZE EDGE "C"
2X4
1/2"
2X5
1"
2X6-2X10
112"
FLASHING
EAVE RAIL (SEE A-1 FOR SL
INTERNALLY SCREW THRU
W/(3) 010 x 11/2" SMS
1"x FASTEN TO EAVE RAIL
W/#10x11/2"SMS 6"FROM
UPRIGHT & 24" O.C.
(1) 1/2" DIA. x 212" THRU BOLT
W/ NYLOCK JAM NUT- IN LIEU
OF NYLOCK JUM NUT. JAM NUT
W/ THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL
DO NOT OVER TIGHTEN.
2" x SMS BEAM
NOTCHED OVER UPRIGHT
(SEE A-1 FOR SIZE)
6" WIDE x 0.125" "Z' BRACKET @ EACH -
BEAM ATTACHED TO FASCIA W13/8" x
3" LAGS (3 PER BRACKET) AND (1) 3/8"
X 3° LAG @ 24' O.C. AT GUTTER
NOT NEEDED IF GUTTER HAS SPLINE -
GROOVE. OTHERWISE, 1" x 2" x 0.044°
OPEN BACK W/ (2) #10 x 2112" SMS
THRU BEAM INTO SCREW BOSSES
(1) #10 x 11/2" SMS 6"
FROM BEAM AND 24"
2" x 2" xl/8" x 2" ALUM.
RECEIVING CHANNEL W/
(4) #14 x 5/8' SMS —
1-1/4" O.C. INTO BEAM
EACH SIDE
5" SUPER
I I 16' "Z° GUTTER BRACE
O �
(1) 318" DIA. x 4" LAG O (2) 318" x W
SCREW INTO EXISTING LAG SCREWS
OVERHANG FRAMING p
OR RAFTER TAIL p /_G "Z"
UiT
CONTRACTOR TO VERIFY
2" x 4" FASCIA- IF LESS
THAN 2" x 4" FASCIA, 2" X 4"
SUB FASCIA SHALL BE
PLACED OVER, LENGTHEN
LAG SCREWS TO FULLY
PENETRATE SUB FASCIA,
IF OTHER FASCIA, ADD 2" x 4"
PT FASCIA w/ 112" LAG
BOLTS -112"INTO TRUSS
TAILS- COUNTERSINK
FLUSH. WHEN INSTALLING
12" LAG SCREWS.
PRE -DRILL WWII" DRILL TO
PREVENT SPLITTING
G-1 GUTTER BRACE & PURLIN ATTACHMENT DETAIL
A-3 SCALE: NTS
Note - Orientation may be different.
3/.16° 5052-H32 GUSSET —� #14 SMS @ 11/4" O.C.
2" x PURLINS ATTACHED TO —
BEAM WMIN (4) 910 x 112" SMS
PLACE WASHER UNDER SCREW
IN GUSSEST CORNER
2" x SMS UPRIGHT
(SEE A-1 FOR SIZE) NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
2. GUSSET DIMENSIONS AREA MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM- MAYBE INTERNAL
OR EXTERNAL
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4" C/C SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.
UPRIGHT TO BEAM CONNECTION
A-3 SCALE: NTS
E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
A-3 SCALE: NTS
2" x 2" PURLIN DEPTH x 0.125"
ALUM ANGLE W/ (4) # 3/4" —
SMS EACH FLANGE W/
INTERNAL BACKING PLATES
MATING ELEMENT
2" x 2" PURLIN DEPTH x 0.125"
ALUM ANGLE W/ (4) # 314" —
SMS EACH FLANGE W/
INTERNAL BACKING PLATES
w
w
O
2
Q
GUTTER
Z" x 2" PURLIN DEPTH x 0.125"
ALUM ANGLE W/ (4) # 3/4"
SMS EACH FLANGE W/
INTERNAL BACKING PLATES
rAA 4 MATING ELEMENT ATTACHMENT GUTTER CORNER DETAIL
4
A-3 SCALE: NTS
2 x 2' PURLIN -NOTCH BOTTOM
FLANGE TO OVERLAP UPRIGHT
2 x 3" x 1/8" 5052 - H32
ANGLE EA SIDE OR —�
2 x 3" x 0.062' 5052 - H32
RECEIVING CHANNEL
2" x 3"
1"x 2" x 0.044" OPEN BACK INTERNALY
SCREW TO UPRIGHT W/ (2) #10 x 112"
SMS & FASTEN TO EAVE RAIL W/ —
#10 x 112" SMS SPACED 6" FROM
UPRIGHT AND AT 24" O.C.
FOR 2" x EAVE RAIL
O
(4) #12 x 3/4" EACH LEG
O EACH SIDE -SCREWS SHALL
ENGAGE BOTH PURLIN AND
UPRIGHT
F SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE: NTS
REVISIONS
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V/
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STATER
A-3
REVISIONS
WOOD:
910 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12- D.C.
CONC.
1/4" DIA. x 3" CONCRETE
SCREW ANCHOR, 6-
FROM GIRT & @ 24" O.C.
(4) #10 x 1112" INTO
SCREW BOSS
2" HOLLOW SECTION
#10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
2" x HOLLOW SECTION CONC.
GIRT OR PURUN 1/4" DIA. x 3" CONCRETE
SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
6-1 1X2 TO HOST STRUCTURE DETAIL
A-4 SCALE: NTS
1" x 2" OPEN BACK INTERNALLY -
SCREWED TO BEAM W/ (2) #10 x 2"
2" x 2" 1/8' ANGLE W/ (2) 014 x 3/4"
INTO BEAM & 014 x 2" SELF
TAPPING SCREW INTO HEADER
0 0
O O
O 0
0 0
O 0
I ROOF BEAM --
I 1/2" x 2 1/8- x 0.062 6063-T6
ALUM RECEIVING CHANNEL WI
(6) #14 x 3/4" SMS EACH FLANGE
OST
1/4" x 3" LAG SCREWS, 6"
FROM END & @ 24" O.C.
CONC.
1/4" DU\. x 2 114" CONCRETE
SCREW ANCHOR, 6"
FROM END & @ 24" O.C.
(3) 1/4" x 3" LAG SCREWS, 6"
FROM END & @ 24" O.C.
CONC.
(3) 1/4" DIA. x 2 1/4" CONCRETE
SCREW ANCHOR, S"
FROM END & @ 24" O.C.
G-2 BEAM TO HOST STRUCTURE ATTACHMENT
r
A-4 SCALE: NTS
GUSSET PLATI
PER E-SERIES
DETAIL #2
DETAIL #1
SELF MATING
BEAM
CONTRACTOR TO INSTALL
(2) #14 x 2"SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
NTRACTOR SHALL RUN
THRU BOLT TO ATTACH
NYLON WASHER &
UNLESS STEEL NUT
Fi-3 ROOF BRACING CONNECTION DETAIL
A-4 SCALE:NTS
2" x 2" x 1/8" x EAVE BEAM DEPTH
INTERNAL ALUM RECEIVING
CHANNEL W/ (4) #14 x 3/4" EACH
FLANGE
6063-T6 ALUMINUM 1 1/2" x 16" x 0.125DETAIL AT CORNER (PLAN VIE"
ALUM STRAP W/ (5) 914 x 3/4" IN BOTH
CARRIER BEAM AND POST EACH SIDE
--4" x 2" O.D. ATTACH TO UPRIGHT
WITH (2) #10 x 2 1/2" SMS THRU
1"x 2" O.B. ATTACHED---'-"""
TTACHE
UPRIGHT INTO SCREW BOSSES
EACH SIDE OF POST W/
PLUS #10 x 1 1/2" SMS 6" FROM
012 x 1 1/2" SMS 6"
EACH S1DE OF UPRIGHT AND
FROM BOTTOM AND 24'
TYPICAL AT 24" O.C. MAX
O.C.
063-T6 ALUM POST
PER PLAN
S
CARRIER BEAM CONNECTION
A�
SCALE: NTS
CARRIER BEAM PER
NOTCH UPRIGHT AROUND
CARRIER BEAM
O O O O 1"x 2" FASTEN TO CARRIER
O O O O BEAM W/#10xIIW
SPACED 6' FROM END AND
4 n @ 24" O.C.
O 0
CARRIER BEAM PER
-Y x 2" x 1/8" x ROOF BEAM DEPTH
NOTCH UPRIGHT AROUN
ALUM ANGLE EACH SIDE OF
CARRIER BEAM
UPRIGHT W/ (8) #14 x 3/4" EACH LEG
EACH SIDE
1"x 2" FASTEN TO CARRIER
346 ALUM POST
BEAM W/ #10 x 1 1/2"
PER PLAN
SPACED 61FROM END AND -
@ 24' O.C.
D-2
ROOF BRACING CONNECTION DETAIL
A-4
SCALE: NTS
2" x 2" x 1/8" x ROOF BEAM DEPTH
ALUM ANGLE EACH SIDE OF
UPRIGHT W/ (8) #14 x 3/4" EACH LEG
EACH SIDE
6063-T6 ALUM POST
PER PLAN
ROOF BEAM TO UPRIGHT CONNECTION
SCALE: NTS
W
J C
d
0
0 N
W
F- 9
J V•`c`
♦ ♦ LL
v = V O O
-3LL
Z w
W (L
= m=J z
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ood 0
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A-4