HomeMy WebLinkAboutREVISION - SCREEN ENCLOSUREDeslan Parameters 1'
I. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Cateaory 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=ISO MPH
Exposure Category, Paragraph 1609.4.3 : B
Applicable Codes, Reaulatfon 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: FILE
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 314" max - ASTM C 33
1.1.3. Air entraining +/- I% - 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 A185
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: Existing 8"x8" Footer and 4" Slab
Existing concrete. No additional concrete footing is required to resist the loads imposed
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spalling, or other deterioration.
Roof Type Screen Size
MANSARD 18114 MESH
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
THE PORCH FACTORY BEAM (PFBi
3.75PFB: 2x3.75'x0.050"
2 x 2: 2•x 2'x 0.048•
2 x 4 SMB: 2•x4'x0.044"x0A00'
2x3: 2•x3•x0A50'
2x5SMB: 2•x5•x0.050'x0.1D01
5.75PFB: 2x5.751x0.D551
2 x 4: 2•x 4'x mow
2x 6 SMB: 2• x 6' x 0.050• x 0.120'
6.75PFB: 2'x6.76'x0.057•
2 x 5: 2' x 5'x 0.05D'
2x7SMB: r a 7' x 0.057x 0.129•
2x8SM8: 2' x a• x 0.072• x 0.124•
2x9 SMB: 2• x 9'x 0.072' x 0.124•
KB: KNEE BRACE
OPEN BACK SECTIONS
1 x 2. 1' x 2• x 0.040'
2 x 10 SMB: 2• x 10'xo.092' x 0.398"
1 x3: 1'z 3•z 0.045•
MINIMUM FASTENER EDGE DISTANCE:
MINIMUM FASTENER SPACING: 314,
11T
SNAP SECTIONS
2 x 2 Snap: 2" x 2'x 0.045,
2x3Snap: 2"x rx 0.050•
CONCRETE SCREW ANCHOR:
SHEET MATEL SCREWS(SMS):
2x4Snap: 2'x4•x0.D45'
SIMPOSONTITENHDOREQUNALENT ITW BUII.DE% OR EQUIVALENT
,
REVIEWED FORU!111111111711111
CODE COMPLIAidCE Mi.
S 1 ' L U C I E CO U N1Y NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
BOCC SCALE, USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
SCANNED
�� 1
St Lude.C®unty
0 Jt
o jet
0
REVISIONS
e
w o
d ZZ
W e� 0e
y e V
A B
o2
N >
COD t
W �
W/
W
M^
U)
O
V
Z
W
M
C
d
J
J d
Ir(n
a,
LL
C� H •O
Y.
006 0 r
a02
in W p m 16.
0 d O
U.
:Q
V m
�O
a
SHEET
A-1
i
RON
I
"`NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS"'
---A-
11W x Y x Y EXTRUDED (4) #14 x 3/4' SMS 1/8' S.S. CABLE
ANGLE 5052 H-32 ALLOY O O INTO POST
O O
1 1/4" x 5 5/8' x 1/8' ALUM.
BRICK PAVERS FLAT BAR. 6063 ALUM. W/
— - (2) 3/8'-Dil5-x-2314= -
DBL COMPRESSION SLEEVES EMBEDMENT CONCRETE
ANCHORS
CONCRETE
0
Z=.
SLAB/FOOTING • i a' • •' <w
SEE PLAN a ' ' ♦ a Z 2
• d •. vm
i •
- - - ---SIDE VIEW— - - - -- -
(4) #14 x 3/4" SMS 2' x Y DJ
BRICK PAVERS. MAY NOT BE INTO POST
PRESENT. FOLLOW (1) 318' DIA.CONCRETE
ANCHOR MINIMUM SCREW ANCHORS
CONCRETE EMBEDMENT (212'CONC. EMBED)
1' x Y 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
d • W. a. •.
FRONT VIEW
�J-1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL
p_2 /SCALE: NTS
(8) #1
1/8' PLATE C
6063-TB ALU
EYE
CAI
H-2 CABLE CONNECTION AT CORNER
A-2 SCALE: NTS
1" x 2' O.B. FASTENED TO CORNER
POST W/ #1 2xl 1/2"SMS AT 6" FROM
TOP & BOTTOM RAILS. TYPICALLY @ 1/87--X2' EXTRUDED I (1)1/Y DIA THRU BOLT WINYLOCK
24' O.C. ANGLE 5052 H.32 ALLOY 1 JAM NUT -IN LIEU OF NYLOCK JAM
EA SIDE NUT. JAM NUT WITHREADLLOCKER
1/6' x 2" x 2' EXTRUDED ANGLE 5052 MAYBE USED
CORNER POST H-32 ALLOY EA CORNER W/ (2). #14 x Y BRICK PAVERS TIGHTEN TO CONTACT. 00 NOT
SMS INTO POST 8 (1) 3/8' DW. OVER TIGHTEN
CONCRETE SCREW ANCHOR INTO
CONCRETE
BONDED TO
(2) #10 x 112" SMS CONCRETE
THRU SCREW BOSSES BRICK PAVERS. MAY NOT BE
♦, a' PRESENT. FOLLOW
BRICK PAVERS. MAY NOT BE w ANCHOR MINIMUM
PRESENT. FOLLOW Z • t' •� •' CONCRETE EMBEDMENT
ANCHOR MINIMUM O o • •• • .
FOO
CONCRETE EMBEDMENT r' z SEE PLLANnNG •• d • , •
SLABIFOOTING ..4:
SEE PLAN a v SIDE VIEW
SIDE VIEW
CONCRETE POST W/ 17X2' @
(4) #14 x 3/4' SMS BACKSIDE
INTO POST SCONCRETE
CREW ANCHORS
UPRIGHT
318" x LENGTH AS REQUIRED (21/4" CONC. EMBED)
FOR 21/4' EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE _ 1
T x Y BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN.11/4' EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX ,
J d.
FRONT VIEW
CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL
A-2 SCALE: NTS
BRICK PAVERS
1'x2" BASE PLATE
ANCHORED TO CONC W/ 1/4'
CONCRETE SCREW ANCHOR
(MIN. 1 1W CONC. EMBED)
6" MAX EACH SIDE OF POST
a,
SLAB/FOOTING
SEE PLAN E •i .•
FRONT VIEW
(-u l2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
p_2 JSCALE: NTS
w W
• w h i c
co
\ 1/8" S.S. CABLE
1 1/4' x 5 5/8" x 1/8' ALUM.
a FLAT BAR. 6063-T6 ALUM.
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
----SLAB/FOOTING-
SEE PLAN
(2) 3/8' DIA. x 3' EMBEB-1 LSLAB/FOOTING
CONC. SCREW ANCHOR SEE PLAN
�-� CABLE CONNECTION AT FOUNDATION
A-2 SCALE: NTS
(4) #10 x 1 12' SMS
SCREW BO,'
SNAI
SELF -MATING E
C
i
FILE COPY
1EMBER
C PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE:NTS
REVISIONS
W
v
C) as
v�
O
oO
�
M
Q �
M
U. .� •_+
,O
Z
0y
°u'
W
patf
IL 4)
W p m
Z
� ' Go
Wto
l+>
0 `1 O
0
♦^�
01
��
a
��
"'NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS"'
6' WIDE x 0.125" Z' BRACKET @ EA
NOTE:
BEAM ATTACHED TO FASCIA W13/8k-\-
DIA. x 4" LAG SCREWS FOR
3' LAGS (3 PER BRACKET). (1) 3
SPANS
NS
SPANS GREATER THAN 30'-0'
--3-
-X LAG @240.C.AT-GUTT
NOT NEEDED IF GUTTER HAS SPLI
GROOVE OTHERWISE
S0.SMOPEN BACK W/ (2)#11'0xxr212
THRU BEAM INTO SCREW BOSSES
FROM BEAM AND 24MO.C.I
//
1
0o u
O O
MATING
ELEMENT
CONTRACTOR TO VERIFY
O
2" x 4° FASCIA- IF LESS
1/8'x2'xrx2'ALUM. O p
�5-
THAN2°x4'FASCIA,2'X4'
ANGLE W/ (4) #14 x 3/4°
SUB FASCIA SHALL BE
SMS EACH FLANGE
SUPER
PLACED OVER, LENGTHEN
EACH SIDE OF BEAWPURUN
GUTTER
LAG SETR SCREWS
PEN SUB FAULLY
SCIA,
IF OTHER FASCIA, ADD 2' x4"
PT FASCIA w/ 12° LAG
BOLTS -11/2' INTO TRUSS
WHEN BEAMIPURLIN IS LARGER
.06r BACKING PLATE
TAILS - COUNTERSINK
GUTTER, 21/8" x 1 1/8" x 0.062' (MIN)
ON INSIDE OF GUTTER
FLUSH. WHEN INSTALLING
ALUM RECEIVING CHANNEL W/ MIN. (2)
12" LAG SCREWS.
#12 x 314" SMS
PRE -DRILL w/31W DRILL TO
PREVENT SPLITTING
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-3 SCALE:NTS
MEMBER SIZE EDGE'C'
2X4
12°
2X5
1•
2X6-2X10
112°
FLASHING
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/(3) #10 x 112" SMS
1' x FASTEN TO EAVE RAIL _�
W/ # 10 x 1112' 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.
r x SMS BEAM
NOTCHED OVER UPRIGHT
(SEA 1 FOR SIZE)
r x SMS UPRIGHT
(SEE A-1 FOR SIZE)
UPRIGHT TO BEAM CONNECTION
A-3 SCALE:NTS
2" x 2. VW x 2' LONG 5052 H32
ALLOY ALUM ANGLE W/ (2) #12 x 1
lr" SMS INTO POST & (1) 3/8" DIA X
23/4° CONCRETE EMBEDMENT
SCREW ANCHOR
Txr
6063-T6 ALUMINIUM--
6•x6'x0.25'
ALUM POST
r x r x 1/4" x 6° LONG ALUM
ANGLE 5052 H32 ALLOY
W/ (3) 3/8' DIA CONCRETE SCREW
ANCHORS MIN W CONCRETE
EMBEDMENT SIMPSON SET OR
EQUIVALENT & (2) 3/8" DIA THRU BOBS
rx2'x1/4'x6'LONG ALUM
ANGLE 5052 H32 ALLOY
W/ (3) 3/8' DIA CONCRETE SCREW
ANCHORS MIN 6' CONCRETE
- EMBEDMENTSIMPSONSET OR
EQUIVALENT & (2) 3/8° DIA THRU BOLTS
2" x 2' 1/8" x 2' LONG 5052 H32
ALLOY ALUM ANGLE (#12 x 1
1 SMS INTO POST & (3 X
3/
2 3/4' CONCRETE EMBEDMENT
SCREW ANCHOR
b Ill
AT CORNER POST
e o 0
6063-T6 ALUMINIU
8°x8
ALUM POOSTST °x AT CENTER POST
B-� 6" x 6" POST TO CONCRETE CONNECTION DETAIL
rB 1
A-3 SCALE:NTS
Note - Orientation may be different.
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.
/ c \ TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
p_3 /SCALE:NTS
REVISIONS
a
6' Z" GUTTER BRACE
O
*/�
O (2)3I8'x3 '
LAG x 3*
$
O
O GUTTER
BRACECD
r ,
Fes(
a
r x 2" PURLIN DEPTH x 0.12V
ALUM ANGLE W/ (4) # W4'
���Jj q
F-1 O C4
SMS EACH FLANGE W/
FBI t.,' I
INTERNAL BACKING PLAen
TES GUTTER
TT hh � p a '
�N
W
MATING ELEMENTin
O O O O LIP
p
as 0N y
8
E
Z' x 2' PURLIN DEPTH x 0.125'
ALUM ANGLE W/ (4) # 3/4" z 2" x 2" PURLIN DEPTH x 0.125'
SMS EACH FLANGE W/ w
INTERNAL BACKING PLATES M ALUM ANGLE W/ (4)# 3/4•
w SMS EACH FLANGE W/
_
r ,
O INTERNAL BACKING PLATES
A-4 MATING ELEMENT ATTACHMENT GUTTER CORNER DETAIL
W
V
SCALE:NTS
A-3
J y
U
o�
FILE COPY
� N
O
V
�-'
V R ce M
V
=t°Em
2x PURLIN- NOTCH BOTTO
FLANGE TO OVERLAP UPRIGHT
Z
0 'Z^ to O
08 O a:
w
0 O
d y
EAVE RAIL INTERNALLY SCREW
THRU UPRIGHT WITH (3) #10 x 2' SMS
INTO SCREW BOSSES /
Z
I%I O to
x '
/ ,
W
c IL'
d"'o
oco
tL
O 0
C a
♦tir✓♦�
O O
V
V00.
O
1° x r x 0.044' OPEN BACK INTERNALY
d
SCREW TO UPRIGHT W/ (2) #10 x 11W I
SMS & FASTEN TO EAVE RAIL W/
#10 x 112" SMS SPACED 6' FROM
aQUO
O�pppppo
UPRIGHTANDAT4'O.C. QQ
O�OO
118° x 2' x T' 6D63-T6 ALUMINUM STRA
!-1
®�:
WITH (2) #10 x 5/8" SMS EACH SIDE OF O ®
G
BEAM I
�y9
c
o00
p
Edward
No.
Rorke, P
UPRIGHT o X
F SHEET
SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE: NTS w _A
REVISIONS
—NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS-'
A
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.
) INTO
CREW BOSS
F-
x 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, S"
1 • x 2° FROM GIRT & @ 24. O.C.
C-1 1X2 TO HOST STRUCTURE DETAIL
A-4 SCALE: NTS
GUSSET PLATE SELF MATING
PERESERIES II 'I BEAM
CONTRACTOR TO INSTALL
(2) #14 x 2"SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
DETAIL #2
NTRACTORSHALL RUN
THRU BOLT TO ATTACH
NYLON WASHER &
UNLESS STEEL NUT
DETAIL #1
rH-' ROOF BRACING CONNECTION DETAIL
A-4 SCALE: NTS
1' x 2" OPEN BACK INTERNALLY
/
SCREWED TO BEAM W/(2)#10x2"
Y x Y 1/8' ANGLE W/ (2) #14 x 3/4
//
WOOD:
1/4" x 3' LAG SCREWS, 6-
INTO BEAM & #14 x 2' SELF
FROM END & @ 24. O.C.
TAPPING SCREW INTO HEADER
CONC.
2° x 2° x 1/8° x EAVE BEAM DEPTH
1/4' DIA. x 2 1/4'CONCRETE
INTERNAL ALUM RECEIVING
SCREW ANCHOR, 6'
CHANNEL W/ (4) #14 x 3/4• EACH
FROM END & @ 24° O.C.
FLANGE
0 0
00
° °
0 0 0 0
0 01
0 0 0 0
SHOWN AS A CORNER
O O
o °
TROOFB
WOOD:
INTERMEDIATE POST
(3)1/4' x 3" LAG SCREWS, 6"
WILL NOT HAVE THIS
FROM END 8 @ 24° O.C.
O O
PORTION.
CONC.(3)1/4' DIA. x 2114' CONCRETE
CARRIER BEAM PER P
SCREW ANCHOR, 6"1W
x 0.062 6063•
FROM END & @ 24' O.C.
ALUM RECEIVING CHANNEL W/
2' x 2' x 1/8° x ROOF BEAM DEPTH
(6) #14 x 3/4" SMS EACH FLANGE
NOTCH UPRIGHT AROUN2
ALUM ANGLE EACH SIDE OF
CARRIER BEAM
UPRIGHT W/ (8) 914 x 3/4° EACH LEG
r--�06346
EACH SIDE
1' x 2"FASTEN TO CARRIER
ALUM POST
BEAM W/ #10 x 1 Ire
PER PLAN
SPACED 6' FROM END AND
@ 24° O.C.
G2 BEAM TO HOST STRUCTURE ATTACHMENT
D-2 CARRY BEAM AND POST CONNECTION
A_4, SCALE: NTS
SCALE: NTS
6063-T6 ALUMINUM 1 1/2" x 161 x 0.125'
ALUM STRAP W/ (5) #14 x 31,V IN BOTH
CARRIER BEAM AND POST EACH SIDE
1° x 2' O.B. ATTACHED
EACH SIDE OF POST W/
#12x 1112'SMS 6"
FROM BOTTOM AND 24"
O.C.
2' x 2° x 1/8' ANGLE EACH SII
BEAM WITH (4) #14 x 5/B' SMS &
0.062 INTERNAL BACKING F
CARRIER BEAM PER
1"x 2
DETAIL AT CORNER (PLAN VIEW)
1' x 2' O.D. ATTACH TO UPRIGHT
WITH (2) #10 x 2112" SMS THRU
UPRIGHT INTO SCREW BOSSES
PLUS #10 x 1 1P2" SMS 6" FROM
EACH SIDE OF UPRIGHT AND
TYPICAL AT 24° O.C. MAX
6063-T6 ALUM POST
PER PLAN
PLAN
D'3 ROOF BEAM TO CARRIER BEAM CONNECTION
p1-4 SCALE: NTS
V
d
W
C
f, d
J U)
♦♦AA In
O M
w
Z �Y o
A �LL
LV ad�a►
W C m i
d
Z -4a
W L: 0 r-
W LL
U)
♦A�♦A •O
F.
IL
NM