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 Tablej609.3.1 Equivalent -Basic Wind -Speed,
Exposure Category, Paragraph 1609.4.3 : C
Applicable Codes, Regulation and Standards
2.
3.
lei
1.
2.
3.
The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
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., NB AND ALL
2010 Edition �'
ASCE 7-10 '1 t ZGE F
ARE SUBJECT TO ANY
,al Notes: - - - - - - - - - - -REQUIRED-BY FIELD IN
MAY BE NECESSARY At
The contractor shall verity all dimensions prior to construction COMPLY WITH ALL API
All work shall comply with all local and regional ordinances.
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 spec cations 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, spalling, or other deterioration.
Roof Type Screen Size
MANSARD 20120 MESH
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
THE PORCH FACTORY BEAM (PFBI
2x27Xrx0.046'
2x46MB: 7x4'x 0.044•x0.100•
3.75 PFB: 7x 3.75•x 0.0,
2x3: rx 3•x 0.050"
2x 5 SMB: rx5'x 0.050"x 0.100"
5.75PFB: 2"x5.75•x0.055"
2x4: rx 4'x 0.050•
2x6 SMB: 2"x6"x 0.050•x 0.120"
6.75PFB: 2•x6.75•x0.057•
2x5: rX 51x 0.050•
2X 7SM13: 7z 7" X 0.057' x 0.120'
2x B SMB: r x S•x 0.072" x 0.124•
2x9 SMB: 2"x9"X0.072•x0.124"
:KNEE BRACE
OPEN BACK SECTIONS
1X2: 1•x2•xo.040"
2x 10 SMB: 2"x ID"XO 092•x 0.398"
1 x3: 1•x 3"x 0.045•
MI NI MUM FASNER EDGE DISTANCE: 11r
MINIMUM FASTENER SPACING: 314"
SNAP SECTIONS
2x3 Snap: Yx7x0.0461
. CONCRETE SCREW ANCHOR: SHEET MATEL SCREWS(SMS):
2 x 3 Snap: 7x 3• x 0.050•
SIMPOSON TITEN HD OR EQUIVALENT nW BUILDEX OR EQUIVALENT
2x4Snap: rx4•x0.045'
F,e,c, :
ST. LUCIE COUNA
REVIEWED FOR COMP
DATE '
PLANS AND P RMIT MUST BI
SITE OR NO INSPECTIONS)
RECEIVED
OCT 0 4 2018
S•T. Lucie County, Pe,rmigirly
COPY
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
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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A-1
'NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS'
1/8"x2"x2"EXTRUDED (4)#14x 3/4"SMS __
ANGLE 5052 H32 ALLOY INTO POST
O O
BRICK PAVERS
BONDED TO
-- - CONCRETE
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SLAB/FOOTING
a' .
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SEE PLAN
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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) 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"
CONCRETESCREWANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
e• a14
a. d
FRONT VIEW
DJ-1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL
A-2 SCALE:NTS
CORNER POST
(2) #10 x 112" SMS
THRU SCREW BOSSES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM . ,
CONCRETE EMBEDMENT
SLAB/FOOTING d ,
SEE PLAN
SIDE VIEW
(4) #14 x 3/4
INTO POST
1" x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREWANCHOR
(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" DIA.
CONCRETE SCREW ANCHOR INTO
CONCRETE
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zg
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CONCRETE POST W/ 1"X2" @
BACKSIDE
3/8" 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
A-2 SCALE: NTS
(9) #1'
1/8" PLATE O
6063-T6 ALUI
EYE
CAE
H-2 CABLE CONNECTION AT CORNER
A-2 SCALE:NTS
— - — -- --\
- - - ---- - -- 1I8" S.S. CABLE
1 1/4" x 5 518" x 1/8" ALUM.
FLAT BAR. 6063-T6 ALUM. W/
(2) 3/B" DIA. x 2 3/4"
DBL COMPRESSION SLEEVES
EMBEDMENT CONCRETE
z
ANCHORS
I 1
w�
m
BRICK PAVERS. MAY NOT BE
ul
w ¢
-�- - - - "3-z - -- - - -
PRESENT.FOLLOW _ _
- - ---ANCHOR
- - - - - --�-- e
° '
- - - - MINIMUM
'•.• .
CONCRETE EMBEDMENT
. e •• ..d$ . '• \p
SLAB/FOOTING
SEE PLAN
1/8"X2"X2" EXTRUDED I 1 (1)1/2' DIA THRU BOLT WWYLOCK
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
_ a
�d.
SLAB/FOOTING ° d . -
:° °• e '
SEE PLAN e' ° . •
•a E
SIDE VIEW
(1) 3/8" DIA CONCRETE
r
SCREW ANCHORS
I UPRIGHT
(2 1/4" CONC. EMBED)
BRICK PAVERS
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
1"4" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" CONC. EMBED)
6" MAX EACH SIDE OF POST
SLABIFOOTING • - . e
SEE PLAN
FRONT VIEW
r"� 2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
p_2 /SCALE:NTS
1/8" S.S. CABLE
\ 1 1/4" x 5 5/8" x 1/8" ALUM.
FLAT BAR. 606346 ALUM,
:d
(2) 3/8" DIA. x 3" EMBEB-J \-SLAB/FOOTING
CONC. SCREW ANCHOR SEE PLAN
H-1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE:NTS
(4) #10 x 1 1/2" SMS INT
SCREW BOSSES
SNAP OR
SELF -MATING BEAM
ONLY
FILE C0"PY
4E4•-•t�T 81 �� � (I`f
RAIL MEMBER
C PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE: NTS
REVISIONS
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A-2
"`NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS...
- 6"WIDEx0:125"-"Z"BRACKET-@EACH
BEAM ATTACHED TO FASCIA W/ 3/8" x
3' LAGS (3 PER BRACKET) AND (1) 318"
X 3" LAG ® 24" O.C. AT GUTTER
NOT NEEDED IF GUTTER HAS SPLINE -
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 1112" SMS 6"
FROM BEAM AND 24" O.C.
1/8"x2"x2"x2"ALUM.
ANGLE W/ (4) 014 x 3/4"
SMS EACH FLANGE
EACH SIDE OF BEAM/PURLIN
WHEN BEAM/PURLIN IS LARGER THAN
GUTTER, 2 1/8" x 1 1/8' x 0.062" (MIN.)
ALUM RECEIVING CHANNEL WI MIN. (2)
#12 x 3/4" SMS
ON INSIDE OF GUTTER FLUSH. WHEN INSTALLING
1/2" LAG SCREWS.
PRE -DRILL W/318" DRILL TO
PREVENT SPLITTING
2" x HOLLOW SECTION
GIRT OR PURLIN
1"x2"
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL C-1 1X2 TO HOST STRUCTURE DETAIL
A-3 SCALE:NTS A-3 SCALE:NTS
MEMBER SIZE EDGE"C"
2X4
12"
2X5
1"
ZX6 - 2X10
1112"
FLASHING
EAVE RAIL (SEE A-1 FOR SIZE) —
INTERNALLY SCREW THRU BEAM
WI(3) #10 x 112" SMS
1"x FASTEN TO EAVE RAIL
W/ # 10 x 11/2" SMS 6" FROM
UPRIGHT & 24" O.C.
(1)1/2" DO, x 212" THRU BOLT
W/ NYLOCKJAM 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 SMSBEAM
NOTCHED OVER UPRIGHT
(SEE A-1 FOR SIZE)
Note - Orientation may be different.
3/16" 5052-H32 GUSSET
2" x PURUNS ATTACHED TO
BEAM W/MIN (4) #10 x 11/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSEST CORNER
x 2" HOLLOW SECTION
#10 x 3" WOOD SCREWS, 6"
FROM GIRT & ® 12" O.C.
CONC.
1/4" DIA. x 3" CONCRETE
SCREW ANCHOR, 6"
FROM GIRT & 0 24" O.C.
#14 SMS @ 11/4" O.C.
2" x SMS UPRIGHT
(SEEA-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
(a:) TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
A-3 SCALE: NITS
GUSSET PLAT
PER &SERIES
PURLIN
SELF MATING
BEAM
/Lt�_CONTRACTORTO__lNST_ALL_
(2) #14 x 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
DETAIL #2
DETAIL #1
CONTRACTOR SHALL RUN
1/4"THRU BOLT TO ATTACH
WI NYLON WASHER &
STAINLESS STEEL NUT
r_' 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) #10 x 11/2"
SMS & FASTEN TO EAVE RAIL W/
#10 x 111T SMS SPACED 6" FROM
UPRIGHT AND AT 24" O.C.
1/8" x 2" x r 6063-T6 ALUMINUM STRA
WITH (2) #10 x 5/ " SMS EACH SIDE OF
BEAM
UPRIGHT
FILE COPY
2C' vaV ' l0c0— 0 � I q
rF SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE:NTS
REVISIONS
9
A-3