HomeMy WebLinkAboutSCREEN ENCLOSURE PLANS� t
Design Parameters L -1
I. 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
VuLT=150 MPH
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.
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 +1-1% - 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.
IA. 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 Deakin: 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 20130 MESH
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SUB)
THE PORCH FACTORY BEAM (PFBI
2x2: 2' x2'x0.046'
2x4SMB: 2x4•z0.044'x0.100'
375PFB: 2•z3.75'x0.050'
2x3: 2'x 3'x 0.050•
2x5SMB: rx 5•z 0.050'x0.100•
5:75PFB: 2-x5.75'x0.055•
2 x 4: 2' x 4'x 0.050'
2■6 SMB: r x 6'x 0.050'x 0,120'
6.75PFB: rx6.75•x0.05r
2 x 5: 2' x 5'x 0.050'
2x7SMB: 2' x 7• x 0,057' x 0.120'
2x6SMB: rx6'z0.07rx0.124'
2x9 SMB: rx9'x0.072'x0.124-
KB: KNEE BRACE
OPEN BACK SECTIONS
1x2: 1'xrzo.040'
2x10SMS: rx10•x0.09rx0.396'
,x3: 1' x 3' x 0.045•
MINIMUM FASTENER EDGE DISTANCE
MINIMUM FASTENER SPACING:3/4'
:1Q'
SNAP SECTIONS
2 x 2 Snap: 2• x 2' x 0.045'
CONCRETE SCREW ANCHOR:
SHEET MATEL SCREWS(SMS):
2 x 3 Snap: 2' x 3• ■ 0.050'
2 x 4 Snap: 2• x 4• x 0.045'
SIMPOSON TITEN HD OR EQUIVALENT ITW BUILDER OR EQUIVALENT
ZXL
1x2
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.
sc &mE
(D@ON
LUCIE COUNTY BULL ING OWISION
IEWED FOR COMP IA E _
)NS A P RMIT MU' BE KEPT Of
E OR NO INSPECTIONS) WILL Bg
0
N � r�
�O
REVISIONS
V v
J C
J y
/A it N
O OF�Q(D
le
_J a ;,
IL E > t0
2
Z Wr.. NIL
W D. I L
Z X U) a
H 4)CV)
ll
W L: o
W a IL
w d
c o
STATE
A-1
-NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS —
ANGLE 5052 H-32 ALLOY
INTO POST
IV
BRICK PAVERS
DBL.COMP_RESSION.SLEEVES
BONDED TO
CONCRETE
(9) #14 x 314"SMS
o! t-
O
'
5,W
118" PLATE ON 45°ANGLE
•
• e' , e
zd o
6063-T6 ALUMINUM
i
BRICK PAVERS. MAY NOT BE
SLABPLANTING
a
' •d. a' -:. < .,
aim
/ / /
PRESENT, FOLLOW
SEE
ANCHOR -MINIMUM
•
e
e
CONCRETE EMBEDMENT
O O O O
SIDE VIEW
O
— _ _ — —
SLAB/FOOTING
O
SEE PLAN
(4) #14 x 3/4" SMS
2' x 2" DJ
EYE BOLT FOR
O
BRICK PAVERS. MAY NOT BE INTO POST
CABLE TENSION
O
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"
PERIMETER —
CONCRETE SCREWANCHOR
FRAMING
(MIN.1 1/4' EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
e. d
FRONT VIEW
DOOR JUMB TO CONCRETE W/PAVERS DETAIL H 2 CABLE CONNECTION AT CORNER
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 x 3/4" SMS
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/ 912x11/2" SMS AT 6" FROM
TOP 8 BOTTOM RAILS. TYPICALLY @
1/8'X2"X2" EXTRUDED I
12" DIA THRU BOLT HdNYLOCK
24"O.C.
ANGLE 5052 H.32 ALLOY
M NUT -IN LIEU OF NYLOCK JAM
1/8"x 2"x 2"EXTRUDED ANGLE 5052
EA SIDE
JAM NUT w/THREADLLOCKER
H-32 ALLOY EA CORNER W/ (2). #14 x 2"
4NUT.
Y BE USED
SMS INTO POST 8. (1) 318" DIA
BRICK PAVERS
GHTEN TO CONTACT. DO NOT
CONCRETE SCREWANCHOR INTO
ER TIGHTEN
CONCRETE
BONDED TO
CONCRETE
- e
d'
BRICK PAVERS. MAY NOT BE
a d
PRESENT. FOLLOW
`
ANCHOR MINIMUM
Z W
02
a a•- ,
- j ..A •• v •
CONCRETE EMBEDMENT
U W
SLABIFOOTING
w
�.
SEE PLAN
�=
SIDE VIEW
N Z
a
CONCRETE POST W/ VX2" @
BACKSIDE
(1) 3/8" DIA CONCRETE
SCREW ANCHORS UPRIGHT
3/8" x LENGTH AS REQUIRED
(2 1/4" CONC. EMBED)
FOR 21/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
1"x2" BASE PLATE
BRICK PAVERS
ANCHORED TO CONC W/ 1/4"
LMIN.
ILU
CONCRETE SCREW ANCHOR
1 114' CONC. EMBED)
" MAX EACH SIDE OF POST
Id '.
FRONT VIEW
CORNER POST TO CONCRETE WAVERS DETAIL
A-2 SCALE: NTS
' o
:A a d.'
SLAB/FOOTING • • • e
SEE PLAN a
� T
FRONT VIEW
B� 2" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
p_7 /SCALE:NTS
1/8" S.S. CABLE
1 1/4" x 5 518" x 1/8" ALUM.
FLAT BAR. 6053-T6 ALUM. W/
(2) 316" DLA. x 2 3/4"
EMBEDMENT -CONCRETE —
ANCHORS
O
m
m
w¢
a e ZZ
a -O
.e• •-d$
ar 4 d
=•/ \ 1/8" S.S. CABLE
k
��c 1 1/4" x 5 5/8" x 1/8" ALUM.
VQ FLAT BAR. 6063-T6 ALUM.
N
d 4
(2) 3/8" DIA. x 3" EMBE9-/ \.-SLABIFOOTING
CONC. SCREW ANCHOR SEE PLAN
CABLE CONNECTION AT FOUNDATION
A 2-) SCALE: NTS
(4) #10 x 1 12" SMS
SCREW 80.1
SNAI
SELF -MATING E
C
AEMBER
KC1 PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE: NTS
REVISIONS
na0IF000l1nd
o NO.
0
g g o
o O o
o ` STATE.a F
A-2
"`NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS...
3"WIDE x 0.125" "Z' BRACKET ®EACH
BEAM ATTACHED TO FASCIA W/ 3/8" x
3" LAGS (3 PER BRACKET) AND (1) 3/8"
X 3" LAG ® 24" O.C. AT GUTTER
NOT NEEDED IF GLITTER HAS SPLINE
OPEN BACK W/ (2) #10 x 21/2"SMS
THRU BEAM INTO SCREW BOSSES
(1) #10 x 112" SMS 6
FROM BEAM AND 24' O.C.
MATING
ELEMENT
118"x2"x2"x2"ALUM.
ANGLE W/ (4) #14 x 3/4'
SMS EACH FLANGE
EACH SIDE OF BEAWPURLIN
WHEN BEAMIPURLIN 15 LARGER THAN
GLITTER, 21/8" x 1 1/8' x 0.062" (MIN.)
ALUM RECEIVING CHANNEL W/ MIN. (2)
#12 x 3/4' SMS
NOTE:
(2) 3/8"DIA. x 4" LAG SCREWS FOR
SPANS GREATER THAN 30'-0"
WOOD:
#10 x 3" WOOD SCREWS, 6"
/
FROM GIRT & @ 12" O.C.
\
I
CONC.
1/4" DIA. x 3" CONCRETE
SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
(4) #10 x I l2" INTO
CONTRACTOR TO VERIFY
SCREW BOSS
2" x 4" FASCIA- IF LESS
I
THAN 2" x 4" FASCIA, X 4"
SUB FASCIA SHALL BEE
1' x 2" HOLLOW SECTION
5"SUPER PLACED OVER, LENGTHEN
GUTTER LAG SCREWS TO FULLY
PENETRATE SUB FASCIA,
WOOD:
IF OTHER FASCIA, ADD 2" x 4"
I
#10 x 3" WOOD SCREWS, 6"
V2'x
PT FASCIA W l2" LAG
FROM GIRT & ® 12" O.C.
BOLTS -110 INTO TRUSS
HOLLOW SECTION CONC.
0.062" BACKING PLATE TAILS - COUNTERSINK
GIRT OR PURLIN 114E DIA. x 3"CONCRETE
ON INSIDE OF GUTTER FLUSH. WHEN INSTALLING
I
SCREW ANCHOR,
112E LAG SCREWS.
FROM GIRT & @ 24" O.C.
PRE -DRILL w/3/8" DRILL TO
I
1"x 2"
PREVENT SPLITTING w
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 BEA�
Wl(3) #10 x l l/2" SMS
1"x FASTEN TO EAVE RAIL _�
W/ # 10 x 11/2" SMS 6" FROM
UPRIGHT & 24" O.C.
(1) 112" 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)
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 112" SMS
PLACE WASHER UNDER SCREW
IN GUSSEST CORNER
#14 SMS(d 11/4"O.C.
2" x SMS UPRIGHT
(SEE A-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) REO'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
SCALE: NTS
CZ E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
A-3 SCALE: NTS
GUSSET PLATE -,,,—SELF MATING
PER E-SERIES II IIBEAM
(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
—u13lA It'L—
! J' 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) #10 x 112E
SMS & FASTEN TO EAVE RAIL W/
#10 x 1112" 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
V d
J v
J =
♦^ w a
0
O� ` �
JQM
C) _ O
Z �M
Wo `°
aac�
L.
Z=gym
F- ` CO) IL
LV o� o
u� a LL
V 0
U) 0 a`
o
O I NO.
e Q
SHEET
A-3