HomeMy WebLinkAboutSCREEN ENCLOSUREDesign Parameters
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
Exposure Category, Paragraph 1609.4.3 : B
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 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, spelling, or other deterioration.
Roof Type Screen Size
MANSARD 18 114 MESH
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
THE PORCH FACTORY BEAM (PFB)
3.75PFB: 2"x3.75'x0.D50"
2 x2: 2"x21xa046"
2x4SMB: 20x4"x D.044" x 0.100"
2 x 3: 2"x 3"x 0.050'
2%SSMB: rx5" x a.050"x0.100"
5.75PFB: rx5.75'x0.055"
2x 4: rx 4'x 0.050'
2x6SMB: 2"x6"x 0.050'x 0.12T
6.75PFB: 21x6.75"x0.057"
2x5: 2'x5"x0.050"
2x7SMB: 2"xrx0.057"x0.120"
2x6SMB: Tx8'x0.072"x0.124-
2x8 SMB: r x G1x0.D721x0.124'
KB: KNEE BRACE
OPEN BACK SECTIONS
1 x2: 11x 2"x D.040"
2 x 10 SMB: 2"x In0.09r x 0.388"
1 x3: 11x3"x0.045"
MINIMUM FASTENER EDGE DISTANCE:
MINIMUM FASTENER SPACING: 314"
Ire
SNAP SECTIONS
2x2Snap: 2'x2"x0.045"
CONCRETE SCREW ANCHOR:
SHEET MATEL SCREWS(SMS):
2x3Snap: 2"x3"x0.050"
2x48nap: 2x4"x0.045"
SIMPOSONTITENHDOREQUIVALENT rWBUILDEXOR EQUIVALENT
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY oBE NECESSARY IN ORDER TO
�CI`,�, (ld ITH ALL APPLICABLE CODES.
FILE COPY
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
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SHEET
A-1
'*NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS—
1/8" x 2' x 2" EXTRUDED (4) #14 x 3!4"SMS
\
1/8" S.S. CABLE
O INTO POST
ANGLE 5052 H-32 ALLOY441A
1 114' x 5 5/8" x 118' ALUM.
O
FLAT -BAR.. 606348ALUNY.
°RICK -PAVERS
(2) 319" DIA. x 2 3/4"
DBL COMPRESSION SLEEVES
EMBEDMENT CONCRETE
ANCHORS
BONDEDTO
CONCRETE
(9) #14 x 3/4" SMS
/
0
m'6063-T6ALUMINUM
i=Z
1!8" PLATE ON 45° ANGLE
/
/
BRICK PAVERS. MAY NOT BEWvSLAB/FOOTING
PRESENT. FOLLOW
°
• e p
SEE PLAN a a' - d w
/ /
ANCHOR MINIMUM
'••
.,. U
• e .d -'• d U
CONCRETE EMBEDMENT
-
O O O O
a
SIDE VIEW
— ___ _
SLAB/FOOTING
--- - —
O
SEE PLAN
(4) #14 x 3/4" SMS 2° x 2" DJ
EYE BOLT FOR
0
BRICK PAVERS. MAY NOT BE INTO POST
CABLE TENSION
%
1/B° S.S. CABLE
PRESENT. FOLLOW CONCRETE
S
SCRERE W ANANCHORS
_ A
ANCHOR MINIMUM
(2 1/2" CONC. EMBED)
I
��Q
11/4°x55/8'x1/8"ALUM.
CONCRETE EMBEDMENT
pip
FLAT BAR.6063-T6 ALUM.
1"x 2" BASE PLATE
INANCHORED
TO CONC W/ 114"
PERIMETER
a • • e ., •
CONCRETE SCREW ANCHOR
FRAMING
I I
• • d •�
. q • c
(MIN. 1 1/4" EMBED)
•° . ,
,
O • a
6" MAX EACH SIDE OF POST
I
•
-
AND 24' O.C. MAX -'
:e
d
(2) 3/8" DIA. x 3" EMB
SLAB/FOOTING
FRONT VIEW --
CONC. SCREWANCHOR
SEE PLAN
DJ-1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL
H-2
CABLE CONNECTION AT CORNER
H-1 CABLE CONNECTION
AT FOUNDATION
A-2 SCALE:NTS
A-2
SCALE:NTS
A-2 SCALE:NTS
CORNER POST
(2) #10 x l l/2" SMS
THRU SCREW BOSSES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
SLAB/FOOTING • d
SEE PLAN
SIDE VIEW
(4) #14 a
INTO PC
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 & BOTTOM RAILS. TYPICALLY @
24" O.C.
1/8" x 2" x 2" EXTRUDED ANGLE 5052
H-32 ALLOY EA CORNER WI (2). #14 x 2"
SMS INTO POST & (1) 3/8" DLA.
CONCRETE SCREWANCHOR INTO
CONCRETE
t
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CONCRETE POST W/ 1-X2" @
BACKSIDE
3/6" x LENGTH AS REQUIRED
�—
FOR 21/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
FRONT VIEW
CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL
A-2 SCALE:NTS
1/8"X2"X2" EXTRUDED
I I (1) 112' DIA THRU BOLT w/NYLOCK
ANGLE 5052 H.32 ALLOY
JAM NUT -IN LIEU OF NYLOCK JAM
EA SIDE
NUT. JAM NUT WITHREADLLOCKER
-
MAY BE USED
BRICK PAVERS
TIGHTEN TO CONTACT. DO NOT
OVER TIGHTEN
BONDED TO
CONCRETE
•
.. a BRICK PAVERS. MAY NOT BE
d'
PRESENT. FOLLOW
n �•
ANCHOR MINIMUM
•
S CONCRETE EMBEDMENT
i •. a '
SLABIFOOTING ° •, d . -
:° • .
SEE PLAN a. a .'
' n E
(4)#10xI1PL"SMS
SCREW BOI
SIDE VIEW
SNA
(1) 318" DIA CONCRETE
SELF -MATING I
1
SCREWANCHORS
I TI—
BRICK
PAVERS
rid' BASE PLATE
ANCHORED TO CONC W/ 114"
CONCRETE SCREW ANCHOR
(MIN. 1 114- CONC. EMBED)
6" MAX EACH SIDE OF POST
.Q
SLAB/FOOTING
SEE PLAN a -• A .°
�\ FRONT VIEW
B \ 2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
p_2 /SCALE:NTS
(EMBER
C PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE:NTS
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REVISIONS
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NO.
A-2
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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 FASCIA W/ 318 x
(2) 3/8" DW x 4° LAG SCREWS FOR
3" LAGS (3 PER BRACKET) AlD (1) 3/8°
SPANS GREATER THAN 30'-0"
X 3" LAG @ 24° O.C. AT GUTTER
NOT NEEDED IF GUTTER HAS SPLIN
GROOVE. OTHERWISE, 1"x 2" x 0.044"
OPEN BACK W/ (2) 010 x 212°SMS
THRU BEAM INTO SCREW BOSSES
(1) #10 x 112" SMS 6"�
FROM BEAM AND 24" O.C.
MATING
ELEMENT
CONTRACTOR TO VERIFY
p
2" x 4" FASCIA- IF LESS
1/8"x2"x2"x2"ALUM. p p
THAN 2"x 4" FASCIA, 2"X 4"
ANGLE W/ (4) #14 x 3/4"
SUB FASCIA SHALL BE
SMS EACH FLANGE
5" SUPER
PLACED OVER, LENGTHEN
EACH SIDE OF BEAWPURLIN
GUTTER
LAG SCREWS TO FULLY
PENETRATE SUB FASCIA,
IF OTHER FASCIA, ADD 2" x 4"
PT FASCIA w/ 12" LAG
BOLTS -112" INTO TRUSS
WHEN BEAM/PURLIN IS LARGER THA
.062" 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 3/4" SMS
PRE-DRILLWl3/8" DRILL TO
PREVENT SPLITTING
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-3 SCALE: NTS
MEMBERSIZE EDGE"C"
2X4
12"
2X5
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 112" SMS 6" FROM
UPRIGHT & 24" O.C.
(1)12" DIA. x 21/2" 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)
WOOD:
#10 x 3• WOOD SCREWS, 6"
FROM-GIRT_&.@a 2"_O.0-
CONC.
1/4" DIA. x 3" CONCRETE
SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
(4) #10 x 112" INTO
SCREW BOSS
2" x HOLLOW SECTION
GIRT OR PURLIN
1"x 2"
C-1 1M TO HOST STRUCTURE DETAIL
A-3 SCALE: NTS
x 2" HOLLOW SECTION
#10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
CONC.
V4" DIA. x 3" CONCRETE
SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
Note - Orientation may be different.
3/16" 5052-H32 GUSSET #14 SMS @ 11/4° O.C.
2" x PURLINS ATTACHED TO —
BEAM W/MIN (4) #10 x 112" SMS
PLACE WASHER UNDER SCREW
IN GLIBBEST CORNER
2" x SMS UPRIGHT
(SEE A-1 FOR SIZE) NOTES:
1. SEETHE 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.
UPRIGHT TO BEAM CONNECTION
A-3 SCALE: NTS
E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
A-3 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
NTRACTOR SHALL RUN
THRU BOLT TO ATTACH
NYLON WASHER &
kINLESS STEEL NUT
�' 3 ROOF BRACING CONNECTION DETAIL
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
1"x 2" x 0.044" OPEN BACK INTERNALY-
SCREW TO UPRIGHT W/ (2) 010 x 112"
SMS & FASTEN TO EAVE RAIL W/
#10 x 112" SMS SPACED 6" FROM
UPRIGHT AND AT 24" O.C.
1/8" x 2" x r 6063-T6 ALUMINUM STRAP -
WITH (2) #10 x 5/8" SMS EACH SIDE OF
BEAM
F SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE:NTS
REVISIONS
UP
No.
A-3
NT LUCRE COvN I r, rLurclu y
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VACANT
ul
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19.5
y
%7YEA
SEMENT 565.83'
EASEMENT S 8903936" W
J
1
6'.2OAK
EXISTING
} POND
2'0f a-?
20,34
F
8' OAK
f
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t
x 20.3
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LOTsa*{S #"N.,TTTT- Wz 4 ala r r
r¢• "' lJ%V�ER CONSTRUCTI01'
g o PROPOSED
MINIMUM
a2 a0 FFE ! 25.0'
w
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p
0 2Z"'
n
ND
>d
ON
W.67•
22 00
s
1`..
19.4
\19.7
I)
. 20.3
194
ASEMENT
563.32'
AS ME
— —
— —
89'.3.937
.3
4W 25' T57-!*"--
cap
2013
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x 20.3
x 20,3'>
5' FARM FENCE
20.37
8' OAK
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