HomeMy WebLinkAboutSCREEN ENCLOUSURE�s
Design Parameters
I. Building Occupancy Category, 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= 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.
SSpecfflcations
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 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 8" 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) Footer
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
HIPPED GABLE 18114 MESH
HOLLOW SECTIONS
SELF MATING (SMB)
THE PORCH FACTORY BEAM (PFBI
2z2: 2'x2"x 0.048°
2x4SMB: 2x4"x0.044"x0.100"
3.75 PFB: 2°x3.75"x0.050°
2x 3: rx 3"x 0.050"
2x6SMB: 2"x5"x0.050'x0.100'
5.75 PFB: 2°x 5.75"x 0.05S°
2x 4: 2'x4"x0.050"
2x6SMB: 2"x6"x 0.050' x 0.120"
6.75 PFB: 2"x 6.75"x 0.057"
2x 5: rx5"x 0.050"
2x7SM8: 21x 7"x 0.057"x 0.120"
2x6SMB: 21x 8" x 0.072"x 0.124"
OPEN BACK SECTIONS
2x9SM8: 2"x8"x0.072"x0.124"
1 x2: 1°x 2'x 0.040"
2 x 10 SMS: 2" x 10°x0.082" x 0.388"
1 x 3: 1"x r x 0.04S"
MINIMUM FASTENER EDGE DISTANCE :10
SNAP SECTIONS
MINIMUM FASTENER SPACING: 314"
2x2Snap: Yx2'x0.04S"
CONCRETE SCREW ANCHOR:
SHEET MATEL SCREWS(SMS):
2x 3 Snap: 2"x3"x 0.050"
2 x 46nav 2 x4"x 0.045"
SIMPOSONTITENHDOR EQUIVALENT IiwBUILDEXOREDUNALENT
2XDJ
2XDJ
1X2
2XB SMB CARRY BEAM
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
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***NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS—
1/8" x 2" x 2" EXTRUDED (4) 014 x 3/4'SMS
ANGLE 5052 H32 ALL O O INTO POST
O O
BRICK PAVERS
BONDEDTO
CONCRETE
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SLABIFOOTING 4 •' • ' - < W
SEE PLAN d: d = •• •d-,♦ •'. N O w
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SIDE VIEW
(4) #14 x 3/4" SMS
2 x 2" DJ
BRICK PAVERS. MAY NOT BE INTO POST
PRESENT. FOLLOW
(1) 318" DIA.CONCRETE
ANCHOR MINIMUM
SCREW ANCHORS
CONCRETE EMBEDMENT
(21/2" 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 ' 7
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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 d •
SEE PLAN
SIDE VIEW
(4) 914 x SW SMS
INTO POST
1"x 2' 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
1" x 2" O.B. FASTENED TO CORNER
POST W/ #12x11/2" SMS AT 6" FROM
TOP 8 BOTTOM RAILS. TYPICALLY @
24" O.C.
1/8" x 2" x 2" EXTRUDED ANGLE 5052
H-32 ALLOY EA CORNER W1(2). 914 x 2"
SMS INTO POST & (1) 3/8" DIA.
CONCRETE SCREW ANCHOR INTO
CONCRETE
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CONCRETE POST W/ 1"X2" @
/
BACKSIDE
318" x LENGTH AS REQUIRED
FOR 21/4' EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
d
FRONT VIEW
CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL
p_2 JSCALE:NTS
(8) #1,
118" PLATE O
6063-T6 ALUI
EYE
CAE
-2 CABLE CONNECTION AT CORNER
rH
A-2 SCALE: NTS
1/8"X2"X2° EXTRUDED
I
(1) 1/2" 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
BONDEDTO
CONCRETE
•
•
BRICK PAVERS. MAY NOT BE
♦•
d'
PRESENT. FOLLOW
•
ANCHOR MINIMUM
••
•
j
.� • ♦ •
CONCRETE EMBEDMENT
SLAB/FOOTING
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:♦
♦. • .
SEE PLAN
A. • •'
d
.
SIDE VIEW
(1) 3/8° DIA CONCRETE
SCREW ANCHORS I I UPRIGHT
(2 1/4' CONC. EMBED) ,
BRICK PAVERS
IW" BASE PLATE
ANCHORED TO CONC W/ 1/4'
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" CONC. EMBED)
6" MAX EACH SIDE OF POST
SLABIFOOTING • • •
SEE PLAN d •♦ .♦
,,� FRONT VIEW
/ B 2" x 4" OR LARGER UPRIGHT TO CONCRETE WAVERS DETAIL
p_2 /SCALE: NTS
DEL COMPRESSION SLEEVES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
SLAB/FOOTING
SEE PLAN
118' S.S. CABLE
1 1/4" x 5 518' x 1/8" ALUM.
/ FLAT BAR. 6063-T6 ALUM. W/
(2) 3/8" DIA. x 2 3/4"
EMBEDMENT CONCRETE
ANCHORS
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\ 1/8° S.S. CABLE
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1 1/4" x 5 5/8" x 1/8" ALUM.
p FLAT BAR. 6063-TB ALUM.
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(2) 3/8" DIA. x 3" EMBEEY LSLABIFOOTING
CONC. SCREW ANCHOR SEE PLAN
�CABLE CONNECTION AT FOUNDATION
A-2 SCALE: NTS
(4) #10 x 1 1/2' SMS
SCREW BO!
SNA
SELF -MATING E
C
1EMBER
C PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE: NTS
L1
REVISIONS
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NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS•
6" WIDE x 0.125" "Z" BRACKET @ EAC
NOTE:
BEAM ATTACHED TO FASCIN W/ 3/B° x
3" LAGS (3 PER BRACKET), (1) 311.
(2) 3/8" DIA. x 4' LAG SCREWS FOR
W WIDE x 0.125' "Z' BRACKET @ EAC
a
7
6' "Z° GUTTER BRACE
X 3' LAG @ 24- O.C. AT GUTTER
SPANS GREATER THAN 30'-0"
BEAM ATTACHED TO FASCIA W/ 318" x
3" LAGS (3 PER BRACKET) AND (1) 3/8"
X 3" LAG @ 24" O.C. AT GUTTER
p
1' x 2" x 0.044" OPEN BACK
NOT NEEDED IF GUTTER HAS SPUN
(1) 3/8° DIA. x 4' LAG
SCREW INTO EXISTING
O
(2) 316' x 3"
LAG SCREWS
WI (2) #10 x 212" SMS THRU
GROOVE. OTHERWISE, 1"x 2" x 0.D44'
OVERHANG FRAMING
O
BEAM INTO SCREW BOSSES
OPEN BACK W/ (2) #10 x 21/2" SMS
OR RAFTER TAIL
(1) #10 x 112" SMS 6"
THRU BEAM INTO SCREW BOSSES
O
GUTTER
FROM BEAM AND 24" O.C.
BRACE
(1) #10 x 112" SMS 6"
FROM BEAM AND 24" O.C.
2" x 2° PURUN DEPTH x 0.125"
ALUM ANGLE W/ (4) # 3l4"
SMS EACH FLANGE W/
INTERNAL BACKING PLATES
GUTTER
O O
O O
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MATING
MATING ELEMENT
O O O O
LIP
ELEMENT
2" x 2" x1/8" x 2" ALUM.
CONTRACTOR TO VERIFY RECEIVING CHANNEL W/
2" x 4° FASCIA- IF LESS
(4) 914 x 51V SMS
CONTRACTOR TO VERIFY
1/8" x 2° x 2" x 2" ALUM. O O
THAN 2" x 4" FASCIA, 2° X 4"
1-1/4" O.C. INTO BEAM
EACH SIDE
2" x 4° FASCIA- IF LESS
ANGLE W/ (4) #14 x 3/4"
SUB FASCIA SHALL BE
THAN 2° x 4" FASCIA, 2" X 4°
2" x 2" PURLIN DEPTH x 0.125"
SMS EACH FLANGE
5" SUPER
PLACED OVER, LENGTHEN
SUB FASCIA SHALL BE
ALUM ANGLE W/ 4) # 3/4'
(
zr
EACH SIDE OF BEAM
GUTTER
LAG SCREWS TO FULLY
PLACED OVER, LENGTHEN
SMS EACH FLANGE W!
w
2° x 2"PURLIN DEPTH x 0.125°
PENETRATE SUB FASCIA,
LAG SCREWS TO FULLY
INTERNAL BACKING PLATES
w
ALUM ANGLE W/ (4) # 3/4"
IF OTHER FASCIA, ADD 2" x 4"
PENETRATE SUB FASCIA,
id
SMS EACH FLANGE W/
0.062" BACKING PLATE
PT FASCIA w! 1/2' LAG
IF OTHER FASCIA, ADD 2" x 4"
0
INTERNAL BACKING PLATES
ON INSIDE OF GUTTER
BOLTS -112"INTO TRUSS
PT FASCIA w/ 1/2" LAG
z�
.
TAILS - COUNTERSINK
5" SUPER GUTTER
BOLTS -11/2" INTO TRUSS
2 VB"x 1 VB"(MIN
FLUSH. WHEN INSTALLING
TAILS- COUNTERSINK
ALUM RECEIVINGG CHANNEL
CHH ANNELL
112" LAG SCREWS
FLUSH. WHEN INSTALLING
W/MIN. (2) #12 x 3l4"SMS
PREDRILL w/318" DRILL TO
1/2" LAG SCREWS.
PREVENT SPLITTING
PRE -DRILL w/3/8" 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
1112"
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/#10x112"SMS 6"FROM
UPRIGHT & 24" O.C.
(1) 1/2" DIA.x21W THRU BOLT
WI 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
(SEEA-1 FOR SIZE)
G-1 GUTTER BRACE & PURLIN ATTACHMENT DETAIL
A-3 SCALE: NTS
Note - Orientation may be different.
3116" 5052-H32 GUSSET � #14 SMS @ 11/4" O.C.
2" x PURLINS ATTACHED TO —
BEAM WMIN (4) #10 x 11W SMS
PLACE WASHER UNDER SCREW
IN GLIBBEST CORNER
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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 1114" 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
A-4 MATING ELEMENT ATTACHMENT @ GUTTER CORNER DETAIL
A-3 3SCALE: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.D62" 5052 - H32
RECEIVING CHANNEL
2"x3'
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.
NOTCH POST AS RE
FOR 2' x EAVE RAIL
O
II
O (4) 912 x 3/4" EACH LEG
EACH SIDE -SCREWS SHALL
ENGAGE BOTH PURLIN AND
UPRIGHT
F SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE: NTS
REVISIONS
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REVISIONS
WOOD:
910 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 l l/2" INTO
SCREW BOSS
x 2" HOLLOW SECTION
010 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"x2' 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) 010 x 2"
WOOD:
2" x 2" 1/8" ANGLE W/ (2) #14 x 3/4 1/4' x 3" LAG SCREWS, 6"
INTO BEAM & A x 2" SELF FROM END & @ 24" O.C.
TAPPING SCREW INTO HEADER CONC.
1/4' DIA. x 2 IW CONCRETE
SCREW ANCHOR, 6"
KVFROMEND&@24-O.C.
(3) 1/4" x 3" LAG SCREWS, 6"
FROM END & @ 24" O.C.
CONC.
ROOFB
2
(3)1/4" DIA. x 2 1/4" CONCRETE
SCREW ANCHOR, 6"
1 112° x 21/8° x 0.062 6063-
FROM END & @ 24" O.C.
ALUM RECEIVING CHANNEL W/
(6) #14 x 314" SMS EACH FLANGE
G-2 BEAM TO HOST STRUCTURE ATTACHMENT
A-4 SCALE:NTS
GUSSET PLAT
PER ESERIES
DETAIL #2
DETAIL #1
SELF MATING
BEAM
CONTRACTOR TO INSTALL
(2) #14 x 2"SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
CONTRACTOR SHALL RUN
114" THRU BOLT TO ATTACH
W/ NYLON WASHER &
STAINLESS STEEL NUT
H 3 ROOF BRACING CONNECTION DETAIL
P►-4 SCALE:NTS
O O
0 0
CARRIER BEAM PER
2" x 2' x 1/8" x EAVE BEAM DEPTH
INTERNALALUM RECEIVING
CHANNEL Wl (4) 014 x 314" EACH
FLANGE
-2' 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
3-T6 ALUM POST
BEAM x 1
PER PLAN
O E
SPACED 6" FROM END AND
AND
@ 24" O.C.
D-2
ROOF BRACING CONNECTION DETAIL
SCALE:NTS
6063•T6ALUMINUM 11/2"x 16"x0.125^ DETAIL AT CORNER (PLAN VIEW)
ALUM STRAP W/ (5) #14 x 314" IN BOTH
CARRIER BEAM AND POST EACH SIDE
�1" x 2" O.D. ATTACH TO UPRIGHT
WITH (2) #10 x 2 1/2" SMS THRU
1"x 2" O.B. ATTACHE
UPRIGHT INTO SCREW BOSSES
EACH SIDE OF POST W/
PLUS #10 x 1 112" SMS 6" FROM
#12 x 1 1/2" SMS 6"
EACH SIDE 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-4
SCALE:NTS
CARRIER BEAM I
NOTCH UPRIGHT
CARRI
1" x 2" FASTEN TO
BEAM W/ #'
SPACED 6" FROM
@ 24" O.C.
1/8" x ROOF BEAM DEPTH
.NGLE EACH SIDE OF
IT W/ (8) #14 x 314" EACH LEG
IDE
ALUM POST
4N
D'l ROOF BEAM TO UPRIGHT CONNECTION
A-4 SCALE: NTS
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A-4