HomeMy WebLinkAboutSCREEN ENCLOSUREI
Design Parameters
1 1. Building Occupancy Category, Paragraph 1604.5 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=150 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 C 260
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 Al85
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.
1.6. 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"x8" (1 #5 bar Cont) thickened edge. 4" monolithic
slab
Concrete shall be a minimum 2,500 psi. Reber 31" lap splice. Use 3" chairs. Per
current edition of the Florida Building Code, Residential, Section 401.4.1, soils testing
is not required for design using the presumptive bearing pressure of 1,500 psf.
Roof Type Screen Size
POLY 18114 MESH
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
THE PORCH FACTORY BEAM (PFB1
3.75PFB: 2"x3.75•x0.050°
2x2: 2•x2"x0.046•
2x4SM8: 2'x4'x0.044°x0.100"
2x 3: rx 3'x 0.060"
2x5 SMB: 2x5'x0.050°x 0.100"
5.75PFB: 2"x5.75'x0.05S'
2x 4: 2' 4'x 0.050"
2 x 6 SMB: 2'x6'x0.050°x 0.120"
6.75PFB: 2"x6.75'x0.057"
2 x 5: 21 x 5'x 0.050•
--2x8SMB�r.8'x0.072"x0.124"-
2x7 SMB: 2°x7'x0.057'x0.120'
2xB SMB: rx8"x O.072°x O.124'
KB: KNEE BRACE
TI
OPEN RACK SECTIONS
1x2: 1•xTx0.040"
2%10SMB: 2"x10"x0.092'x0.398"
1. 3. 1'x 3'x0.04S
MINIMUM FASTENER EDGE DISTANCE:
MINIMUM FASTENER SPACING: 314'
VY
SNAP SECTIONS
2x2Snap: 2"x Yx0.045"
CONCRETE SCREW ANCHOR:
SHEET MATEL SCREWS ISMS):
2x3Snap: 2"x3"x 0.050"
2x45nap: 21x4'x 0.046'
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BUILDING DIVISXIIN
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NO INSPECTION WILL
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REVISIONS
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'NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS—'
118" x 2" x 2" EXTRUDED (4) #14 x 3/4'SMS
ANGLE 5052 H-32 ALL ji:
INTO POST
BRICK PAVERS
BONDEDTO
CONCRETE
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SLAB/FOOTING ' i . •d. • • i ° ' U m
SEE PLAN d N z0
SIDE VIEW
(4) #14 x 3l4" SMS 2" x 2" DJ
BRICK PAVERS. MAY NOT BE INTO POST
PRESENT. FOLLOW (1) 3/8" DIA.CONCRETE
ANCHOR MINIMUM SCREW ANCHORS
CONCRETE EMBEDMENT (2 1/2" CONC. EMBED)
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 '
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FRONT VIEW
DJ-1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL
A_2 SCALE: NTS
CORNER POST
(2) #10 x 11/2" SMS _
THRU SCREW BOSSES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
SLAB/FOOTING
SEE PLAN
(4) #14 x 3/4"
INTO POST
1" x 2" BASE PLATE
ANCHORED TO CONC Wf 1/4"
CONCRETE SCREW ANCHOR
(MIN.11/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O C. MAX
1" x 2° O.B. FASTENED TO CORNER
POST W/ #Ml 112" EMS AT 6" FROM
TOP 8 BOTTOM RAILS. TYPICALLY @
2C O.C.
1/8" x 2" x 2" EXTRUDED ANGLE 5052
H-32 ALLOY EA CORNER W1(2). 914 x 2-
EMS INTO POST & (1) 3/8" DIA.
CONCRETE SCREW ANCHOR INTO
CONCRETE
U W
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r. m Z
" � W
�O
SIDE VIEW a z
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CONCRETE POST W/ 1"X2"
BACKSIDE
318" x LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
SCREW ANCHOR INTO
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a
a2 •.
FRONT VIEW
GP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL
p_2 JSCALE:NTS
(9)91,
1/8" PLATE O
6063-T6 ALUI
EYE
CAE
H-2 CABLE CONNECTION AT CORNER
A_2 SCALE: NTS
1/8'%2"X2" EXTRUDED I (1) 1f2" DIA THRU BOLT W/NYLOCK
ANGLE 5052 H.32 ALLOY JAM NUT -IN LIEU OF NYLOCK JAM
EA SIDE NUT. JAM NUT W/THREADLLOCKER
MAY BE USED
BRICK PAVERS TIGHTEN TO CONTACT. DO NOT
OVER TIGHTEN
BONDED TO IL
CONCRETE
_ • BRICK PAVERS. MAY NOT BE
d' PRESENT. FOLLOW
„d ..
• ANCHOR MINIMUM
• !' T CONCRETE EMBEDMENT
SLAB/FOOTING w •. C . -w �• • .
SEE PLAN •. , • • : d
SIDE VIEW
(1) 3/8" DIA CONCRETE
SCREW ANCHORS —
(2 114" CONC. EMBED)
—
x2" BASE PLATE
BRICK PAVERS
NCHORED TO CONC W/ 1/4"
ONCRETE SCREW ANCHOR
HMAX
IN. 1 1/4" CONC. EMBED)
EACH SIDE OF POST
SLAB/FOOTING
SEE PLAN d •� a •. '
FRONT VIEW
2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
DBL COMPRESSION SLEEVES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
SLAB/FOOTING
SEE PLAN
1 1/4" x 5 5/8" x 1/8" ALUM.
FLAT BAR. 6063-7M ALUM. W/
(2) 318" DIA. x 2 314"
EMBEDMENT CONCRETE
ANCHORS
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1 1/4" x 5 5/8" x 1/8" ALUM.
yip FLAT BAR. 6053-TS ALUM.
cli
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(2) 318" DIA. x 3" EMBED-' LSLABIFOOTING
CONC. SCREW ANCHOR SEE PLAN
H-1 CABLE CONNECTION AT FOUNDATION
A_2 SCALE: NTS
(4) #10 x 1 112" SMS INT
SCREW BOSSES I =
SNAP OR
SELF -MATING BEAM
ONLY
C
A-2
RAIL MEMBER
REVISIONS
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DETAIL
A-2
NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS-
6" WIDE x 0.125" 'T' BRACKET @ EAC
NOTE:
o.
BEAM ATTACHED TO FASCIA W! 3/6" x
(2) 318" DIA. x 4" LAG SCREWS FOR
6" WIDE x BRACKET @ EAC
=i
6° "Z" GUTTER BRACE
3" LAGS 3 PER BRACKET) AND (1) 3/8°
(
SPANS GREATER THAN 30'-0"
D
BEAM ATTACHED TO FASCIA W/ 3/8" x
ATTACHED
X 3" LAG @ 24" O.C. AT GUTTER
3" LAGS (3 PER BRACKET), (1) 318"
X 3" LAG @ 24' O.C. AT GUTTER
O
(1) 318" DIA. x 4" LAG
p
(2) 3I8° x 3"
1" x 2" x 0.044" OPEN BACK
NOT NEEDED IF GUTTER HAS SPLIN
SCREW INTO EXISTING
LAG SCREWS
W! (2) 910 x 2112" SMS THRU
GROOVE. OTHERWISE, 1" x 2" x 0.044"
-OVERHANG FRAMING
O
BEAM INTO SCREW BOSSES
OPEN BACKWI (2) #10 x 2112"SMS
OR RAFTER TAIL
GUTTER
(1) #10 x 1112" SMS 6"
THRU BEAM INTO SCREW BOSSES
O
BRACE
FROM BEAM AND 24" O.C.
(1) #10 x 11Y2" SMS 6"
FROM BEAM AND 24" O.C.
2" x 2"PURLIN DEPTH x 0.125"
ALUM ANGLE WI (4) # 314"
SMS EACH FLANGE W/
INTERNAL BACKING PLATES
GUTTER
op
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MATING ELEMENT
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MATING
ELEMENT
2" x 2" xll8" x 2" ALUM.
RECEIVING CHANNEL W/
CONTRACTOR TO VERIFY
(4) 914 x 518" SMS
CONTRACTOR TO VERIFY
O
2° x 4" FASCIA- IF LESS
THAN 2" x C FASCIA, S X 4"
1AW O.C. INTO BEAM
2" x 4" FASCIA- IF LESS
1/8" x 2" x 2" x 2" ALUM. p p
SUB FASCIA SHALL BE
EACH SIDE
THAN 2" x 4" FASCIA, 2" X 4"
2" x 2" PURLIN DEPTH x 0.125"
ANGLE W/ (4) #14 x 3/4"
SMS EACH FLANGE
5" SUPER
PLACED OVER, LENGTHEN
SUB FASCIA SHALL BE
ALUM ANGLE W/ (4) # 3/4"
F
Z
2" x 2" PURLIN DEPTH x 0.125"
EACH SIDE OF BEAM
GUTTER
LAG SCREWS TO FULLY
PLACED OVER, LENGTHEN
SMS EACH FLANGE W/
w
ALUM ANGLE W/
PENETRATE SUB FASCIA,
LAG SCREWS TO FULLY
INTERNAL BACKING PLATES
w
SMS EACH FLANG4E W4"
0.062" BACKING PLATE
IF OTHER FASCIA, ADD 2" x 4"
PENETRATE SUB FASCIA,
IF OTHER FASCIA, ADD 2" x 4"
m
INTERNAL BACKING PLATES
PT FASCIA w/ 1/2" LAG
z
ON INSIDE OF GUTTER
BOLTS -11/2" INTO TRUSS
PT FASCIA
TAILS- COUNTERSINK
5" SUPER GUTTER
BOLTS 11 2 INTO TRUSS
2 1/5" x 1 1/8" x 0.062" (MIN.)
FLUSH. WHEN INSTALLNG
TAILS - COUNTERSINK
ALUM RECEIVING CHANNEL
1/2" LAG SCREWS.
FLUSH. WHEN INSTALLING
W/ MIN. (2) #12 x 3/4" SMS
PRE-DRILLw/3/8" DRILL TO
112" LAG SCREWS.
PREVENT SPLITTING
PRE -DRILL W3/8" DRILL TO
PREVENT SPLITTING
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-3 SCALE: NTS
MEMBER SIZE EDGE "C"
2X4
1l2"
2X5
1"
2X6 - 2X10
11/2"
FLASHING
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/(3) #10 x 11/2" SMS
1"x FASTEN TO EAVE RAIL
W/ # 10 x 11l2" SMS 6" FROM
UPRIGHT & 24" O.C.
(1) 1/2" DIA. x 2112" 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.
G-1 GUTTER BRACE & PURLIN ATTACHMENT DETAIL
A-3 SCALE: NTS
Note - Orientation may be different.
3/16" 5052-H32 GUSSET
2' x SMS BEAM 2" x PURLINS ATTACHED TO
NOTCHED OVER UPRIGHT BEAM WMIN (4) #10 x 11/2" SMS
(SEE A-1 FOR SIZE) PLACE WASHER UNDER SCREW
IN GUSSEST CORNER
I � .
#14 SMS @ 11/4" O.C.
2" x SMS UPRIGHT
(SEEA-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 - MAY BE 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
A-4 MATING ELEMENT ATTACHMENT GUTTER CORNER DETAIL
rA 4
A-3 SCALE: NTS
2 x PURLIN - NOTCH BOTTOM
FLANGE TO OVERLAP UPRIGHT
EAVE RAIL INTERNALLY SCREWED
THRU UPRIGHT WITH (3) #10 x 2' SMS
INTO SCREW BOSSES
0
1"x 2" x 0.044" OPEN BACK INTERNALY-
SCREW TO UPRIGHT W/ (2) 910 x ll/2"
SMS & FASTEN TO EAVE RAIL W/
#10 x 11/2° SMS SPACED 6" FROM
UPRIGHT AND AT 24" O.C.
1/8" x 2" x 7" 6063-T6 ALUMINUM
F SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE: NTS
REVISIONS
J
A-3
a • JfLr
--NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS —
WOOD:
#10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12- O.C.
CONC.
1/4" DIA, x 3" CONCRETE
SCREW ANCHOR, 6"
FROM GIRT & @ 24- O.C.
(4) #10 x 11/2" INTO
SCREW BOSS
"x 2" HOLLOW SECTION
#10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
2" x HOLLOW SECTION CONC.
GIRT OR PURLIN 1/4" DIA x 3" CONCRETE
SCREW ANCHOR, 6"
1" x 2" FROM GIRT & @ 24" O.C.
G1 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) #14 x 3/4"
INTO BEAM & #14 x 2' SELF
TAPPING SCREW INTO HEADER
0 0
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) ROOF BEAM--
1 12" x 2 1/8" x 0.062 6063 T6
ALUM RECEIVING CHANNEL W/
(6) #14 x 3/4" SMS EACH FLANGE
OST
1/4-x 3" LAG SCREWS, 6"
FROM END & @ 24- O.C.
CONC.
1/4' DIA. x 2 1/4" CONCRETE
SCREW ANCHOR, 6"
FROM END & @ 24" O.C.
FROM END & @ 24" O.C.
CONC.
(3) 1/4" DIA. x 2 V4" CONCRETE
SCREW ANCHOR, 6"
FROM END & @ 24" O.C.
G-2 BEAM TO HOST STRUCTURE ATTACHMENT
A-4 SCALE: NTS
1/8" X 2" X 2" EXTRUDED
ANGLE 5052 H.32 ALLOY
EACH SIDE
(1) 318" DIA CONCRETE
SCREW ANCHORS EACH SIDE
(2-1/4-CONCRETE
GUSSET PLATE SELF MATING
PER ESERIES II II BEAM
CONTRACTOR TO INSTALL
(2) #14 x 2"SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
DETAIL #2
CONTRACTOR SHALL RUN
1/4" THRU BOLT TO ATTACH
W/ NYLON WASHER &
STAINLESS STEEL NUT
DETAIL #1
H-3 ROOF BRACING CONNECTION DETAIL
A-4, SCALE: NTS
a 4' •• i' e
4.
B- I COLUMN TO SLAB CONNECTION DETAIL
A-4 SCALE:NTS
M
3" X 0.082 ALUM
RECEIVING CHANNEL Wl
#12 X 3/4' TOP AND
BOTTOM AS END CAP
(2) 3/8" DIA THRU BOLTS
1"x 2" Wl (2) #10 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
N
REVISIONS
C
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T �
OMPOSITE ROOF PANEL
o
mow
w
1"X1"X1/B"ALUM ANGLE
W CA, d v
pq
W/ (3) #12 X 3/4" SMS EACH
SIDE
^ E
ICI to a
I�i w
2" X 3" PB
� 'C e
S CARRIER BEAM CONNECTION
A-4 SCALE: NTS
(1) 1/2" DIA THRU BOLT Wl FLASHING - INSTALL UNDER EXISTING DRIP
NYLON JAM NUT. DO NOT EDGE
OVER TIGHTEN
3" X 0.062 EXTRUDED RECEIVER CHANNEL
#14 X 3/4" SMS @ 6" O.C. TOP AND BOTTOM
W/ 1-12" DIA. NEOPRENE WASHER @ TOP
SCREW ONLY
(2) 1/4" DIA. X 3" LAG SCVWS @ 6"
W J�
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A-4
1
—NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS'
REVISIONS
WOOD:
#10 x 3' WOOD SCREWS, 6"
FROM GIRT & @ 12- O.C.
CONC.
114" DIA. x 3' CONCRETE
SCREW ANCHOR, 6'
FROM GIRT & @ 24" O.C.
(4) #10 x I llr INTO
SCREW BOSS
x 2' HOLLOW SECTION
#10 x 3' WOOD SCREWS, 6'
FROM GIRT & @ 12- O.C.
2' x HOLLOW SECTION CONC.
GIRT OR PURLIN 1/4" DIA. x 3' CONCRETE
SCREW ANCHOR, 6'
FROM GIRT & @ 24' O.C.
C-, 1X2 TO HOST STRUCTURE DETAIL
A-4 SCALE:NTS
GUSSET PLATE /( j1 SELF MATING
PER ESERIES II 'I BEAM
CONTRACTOR TO INSTALL
(2) #14 x 2' SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
DETAIL #2
NTRACTOR SHALL RUN
THRU BOLT TO ATTACH
NYLON WASHER &
UNLESS STEEL NUT
DETAIL #1
H-3 ROOF BRACING CONNECTION DETAIL
A-4 SCALE:NTS
OST
1/8" X 2' X 2' EXTRUDE
ANGLE 5052 H.32 ALLOY
EACH SIDE
1" x 2' OPEN BACK INTERNALLY
SCREWED TO BEAM W/ (2) #10 x Z'
OOD:
2'x2'1/8°ANGLEW/ 2 W
() #14x314 1/4' x 3' LAG SCREWS, B'
INTO BEAM & #14 x 2° SELF FROM END & @ 24- O.C. e . 'd
TAPPING SCREW INTO HEADER CONC. A 'i • '
1/4° DIA, x 2 114" QQNCRETE•---- -. * . • • i ' • 4
SCREW NCHOR 6-, -' fi'r"- ram. A,' ,Si 'sue p� `• ' . • ' <
FROM E 1�� (' :'. • ♦ •• •� '
AUG 415 2018
O O
0 01 Perrnivting Department
0 01
WOOD: 5t• Lucie W)l IIt 0 SEA
- -- - - - --- _- — (3)1/4'x3' g• -1/4"CONCRETE
-- -------- -- EMBEDMENT)
CONC.
ROOF BEA (3) 114" DIA. x 2 1/4' CONCRETE t ! •
SCREW ANCHOR, 6- A
s. �: • 4
FROM END & @ 24' O.C. ' ' • .
1 1/2' x 2 1/8° x 0.062 8063-T '
ALUM RECEIVING CHANNEL W/ d .• �'
(6) #14 x 314' SMS EACH FLANGE • ' ,• •' d , a , • d • • . 'A
•
{1)1/2' DIA THRU BOLT W/
NYLON JAM NUT. DO NOT
OVER TIGHTEN
G-Z BEAM TO HOST STRUCTURE ATTACHMENT — - - 8-�- COLUMN TO -SLAB -CONNECTION -DETAIL- - --
A-4 SCALE:NTS A-4 SCALE: NTS
1/4" LAGS, 4" FROM ENDS & 18- O.C. MAX. 1' MIN
LONGER THAN THE PANEL THICKENESS. W/
NEOPRENE WASHER ON EACH LAG
3" 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) #10 x 2" SMS INTO
SCREW BOSSES INTO
UPRIGHT & (1) #10 X 2" SMS
6' FROM EACH SIDE OF
UPRIGHT & @ 24" D.C.
UPRIGHT OR POST. SEE
PLAN SHEET FOR MEMBER
INFORMATION
I CONNECTION
FLASHING - INSTALL UNDER EXISTING DRIP
EDGE
3" X 0.062 EXTRUDED RECEIVER CHANNEL
#14 X 314' SMS @ 6- O.C. TOP AND BOTTOM
W/ 1-11T DIA. NEOPRENE WASHER @ TOP
SCREW ONLY
COMPOSITE
(2) 1/4' DIA. X 3" LAG SCREWS @
A-4
1
ROOF PANEL
1' X 1' X 1/8' ALUM ANGLE
W1(3) #12 X 314- SMS EACH
SIDE
CARRY BEAM. SEE PLAN
SHEET FOR MEMBER
INFORMATION
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• No.
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A-4