HomeMy WebLinkAboutSCREEN ENCLOSUREDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Categow_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 1609A.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 269
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 Al 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.
I.S. 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.
S. 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 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 Sereen Size
MANSARD 18 114 MESH
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
THE PORCH FACTORY BEAM (PFB)
3.75PFB: 2"x3.75'x0.05D"
2x2 rx 2'x 0.046"
2x4SMB: 7x4"x 0.044"x 0.100"
2x 3: 2"X3'x 0.050'
2x5SMB: 21x5"x0.0501x0.10D"
5.75 PFB: 21x 5.75"x 0.055"
2X4: 2'x4'x0.050"
2 x 8 SMB: 2'x 6• X 0.0501x0.120"
6.75PFB: 2"x6.75"x0.057"
2x5: 2'x5'x0.050"
2xTSMB: 2' x 7" x 0.057" x 0.120"
2 x 8 SMB: 2" x 6" x 0.07r x 0.124"
2 x B SMB: 2. X x 0.072' X 0.124"
KB: KNEE BRACE
OPEN BACK BECTIONS
1 X2: 1'x 2'x 0.040•
2x 10 SMB: 2"x 1010.09r x 0.388"
1 x 3: 1'x 3"x 0.-5
MINIMUM FASTENER EDGE DISTANCE:
MINIMUM FASTENER SPACING: 314"
10
SNAP SECTIONS
2 x 2 Snap: 2• X 2• x 0.045'
CONCRETE SCREW ANCHOR:
SHEET MATEL SCREWS ISMS):
2x3Snap: rx3•x0.050"
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2x4 Snap: rx 4•x 0.046'
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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.
RECEIVED
-F
NOV 20 2010ucie County, Permitting
CONCEALED PASTE ERS OR AWAMAEN T S
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SURJECT TO ANY CO► PIECTIONS
REQUIRED SY MEW 11%lenC T CARS TIAT ry
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PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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) #14 x 3/4"SMS
ANGLE 5052 H-32 ALLOY O O INTO POST
O O
BRICK PAVERS
BONDED TO
CONCRETE :4\
(fl) #L
(4) #14 x 3/4"
BRICK PAVERS. MAY NOT BE INTO POST
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETEEMBEDMENT
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
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SIDE VIEW
2" DJ
(1) 3/8° DIA.CONCRETE
— SCREW ANCHORS
(2 112" CONC. EMBED)
AND 24"O.C. MAX
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 e '
SEE PLAN
SIDE VIEW
(4) #14 x 3/4"
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/ #12x112" 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 W/ (2). #14 x 2"
SMS INTO POST & (1) 3/8" DOL
CONCRETE SCREWANCHOR INTO
CONCRETE
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CONCRETE POST W/ 1"X2" @
BACKSIDE
3/8" x LENGTH AS REQUIRED
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FOR 21W EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
FRONT VIEW
CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL
A-2 SCALE: NTS
118" PLATE O
6063•T6 ALUI
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CAE
�-2 CABLE CONNECTION AT CORNER
rH 2
A-2 SCALE: NTS
1/8"X2"X2" EXTRUDED (1) V2" DIA THRU BOLT WWLOCK
TIGHTEN TO CONTACT. DO NOT
ANGLE 5052 H.32 ALLOY JAM NUT -IN LIEU OF NYLOCK JAM
EA SIDE NUT. JAM NUT wITHREADLLOCKER
MAY BE USED
BRICK PAVERS
OVER TIGHTEN
BONDED TO
CONCRETE
° BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
a.
° .� .• °• CONCRETE EMBEDMENT
SLABIFOOTING ' d . - :° °• a
SEE PLAN
SIDE VIEW
(1)3/8"DIA CONCRETE I I
SCREW ANCHORS UPRIGHT
(2 114" CONC. EMBED)
1 _
BRICK PAVERS
15d" BASE PLATE
ANCHORED TO CONC W11/4"
CONCRETE SCREW ANCHOR
(MIN. 1 114° CONC. EMBED)
6° MAX EACH SIDE OF POST
•o
SLAB/FOOTING °
SEE PLAN 4 •� a°
�� FRONT VIEW
/ B \ 2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
p_2 /SCALE:NTS
DBL COMPRESSION SLEEVES
BRICK PAVERS. MAY NOT BE —�
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
SLABIFOOTING
SEE PLAN
1/8" S.S. CABLE
1 1/4" x 5 5/8" x 1/8" ALUM.
FLAT BAR. 6063-T6 ALUM. W/
(2) 3/6" DIA. x 2 3W
EMBEDMENT CONCRETE
ANCHORS
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(2) 3/8" DIA. x 3" EMBER-1 LSLAB/FOOTING
CONC. SCREW ANCHOR SEE PLAN
H-1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE: NTS
(4) #1 D x 1 112" SMS
SCREW SO!
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SELF -MATING I
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C PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE: NTS
REVISIONS
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'NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS*"'
6" WIDE x 0.126' "Z" BRACKET @ EAC
NOTE
BEAM ATTACHED TO FASCIA WI 3/B" x
3/8" DIA. x 4" LAG SCREWS FOR
SCREWS
—HOST
\
3" LAGS (3 PER BRACKET) AND (1) 3/8'
SPANS GREATER THAN
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) #10 x 21/2"SMS
THRU BEAM INTO SCREW BOSSES
(1) #10 x 1l1r SMS 6
FROM BEAM AND 24" O.C.
I WOOD:
#10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
O O
I CONC.
O O
1/4" DIA. x 3" CONCRETE
MATING
FROM GIRT & @ 24" O.C.
ELEMENT
(4) #10 x 11/2" INTO
CONTRACTOR TO VERIFY
SCREW BOSS
O
2" x 4" FASCIA- IF LESS
I
118" x 2" x 2" x 2" ALUM. O p
THAN 2" x 4" FASCIA, 2" X 4"
�5"SUPER
ANGLE W/ (4) #14 x 3/4"
SUB FASCIA SHALL BE
1"x 2" HOLLOW SECTION
SMS EACH FLANGE
PLACED OVER, LENGTHEN
EACH SIDE OF BEAM/PURLIN
GUTTER LAG SCREWS TO FULLY
PENETRATE SUB FASCIA,
WOOD:
IF OTHER FASCIA, ADD 2" x 4"
I
V2"
#10 x 3" WOOD SCREWS, 6"
PT FASCIA w/ 1/2" LAG
FROM GIRT 8 @ 12" O.C.
BOLTS -11/2' INTO TRUSS
x HOLLOW SECTION
CONC.
WHEN BEAWPURLIN IS LARGER THA
.062" BACKING PLATE TAILS - COUNTERSINK
GIRT OR PURLIN
1/4" DIA. x 3"CONCRETE
GUTTER, 2 1/8" x 1 1/8" x 0.062"(MIN.)
ON INSIDE OF GUTTER FLUSH. WHEN INSTALLING
SCREW ANCHOR,
ALUM RECEIVING CHANNEL WI MIN. (2)
112" LAG SCREWS.
FROM GIRT & @ 24" O.C.
#12 x 3/4" SMS
PRE -DRILL W/318" DRILL TO
I 1" x 2"
PREVENT SPLITTING
I
-
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A_3 SCALE: NTS
TABLE'A" TABLE'B"
Beam Size Cols —a C.1—si.
Each side
*.is--
Each side
3.75 PFB 6 3.75 PFB
6
2x4 SMB 8 2X4 SMS
6
2x5 SMB 6 2X5 SMB
6
5.75 PFB 8 5.75 PFB
6.7 PFB B 7 PFB
fi.75 PFB 8 B.75 PFB
B
EAM NOTCHED OVER UPRIGHT. SEE
.PLAN FOR MEMBER INFORMATION
B
B
2x7 SMB 8 2Xl SMB
B
2X8 SMB 12 7x85MB
12
2x9SMB 11 2x9 SMB
/
7q
2x105MB 18 2x105MB
is
FLASHING
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EAVE RAIL (SEE A-1 FOR SIZE)
j F
INTERNALLY SCREW THRU BEAM
W/(3) #10 x 11/2" SMS
5/8"
1" x FASTEN TO EAVE RAIL
W1010x 1112"SMS 6" FRO
UPRIGHT & 24" O.C.
#14 x 3/4" SMS FASTENING BEAM T t� L#14 x 3/4" SMS FASTENING BEAM TO
COLUMN. SEE TABLE "B" FOR COLUMN. SEE TABLE "A" FOR
NUMBER OF SCREWS. (TYP EACH NUMBER OF SCREWS. (TYP EACH
SIDE) SIDE)
3/16" 5052-H32 GUSSET (TYP EACH—/ II - ;' UPRIGHT. SEE PLAN FOR MEMBER
SIDE) J�LL INFORMATION
NOTES:
1. REFER TO THE TABLE FOR SCREWS QUATITY. THE NUMBER OF SCREWS SHOWN ARE FOR ILLUSTRATIVE
PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
2. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE
3. TWO GUSSET ARE REQ'D. ONE ON EACH SIDE OF COLUMN/BEAM. GUSSET MAY BE INTERNAL OR EXTERNAL
UPRIGHT TO BEAM CONNECTION
A-3 SCALE:NTS
C-1 1X2 TO HOST STRUCTURE DETAIL
A-3 SCALE: NTS
Note - Orientation may be different.
3/16" 5052-H32 GUSSET
2" x PURLINS ATTACHED TO
\
BEAM WMIN (4) #10 x 11YY' SMS
PLACE WASHER UNDER SCREW
IN GUSSEST CORNER
#14 SMS @ 11/4" O.C.
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) REO'D-(1)EA SIDE OFBEAM -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.
E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
A-3 SCALE: NTS
GUSSET PLATE SELF MATING
PER E-SERIES II 'I BEAM
/lj
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-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 WI (2) #10 x 1112"
SMS & FASTEN TO EAVE RAIL WI
#10 x 11/2" SMS SPACED 6" FROM
UPRIGHT AND AT 24" O.C.
1/8" x 2" x 7" 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
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