HomeMy WebLinkAboutPLANSCONTRACTOR: VH Exteriors, Inc.
DESIGN CRITERIA:
Applicable Codes, Regulations, 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 AA ADM Specifications for Aluminum Structures, Part 1-A
the AAF Guide to Aluminum Construction in High Wind Areas.
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris Region & Basic
Wind Speed, Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: VvLT = 150 MPH, V-D =116 MPH
3. Exposure Category, Section 1609.4.3: C
4. Screen Enclosure Section 2002.4
Foundation Design
Existing concrete slab. No additional concrete footing or slab is required to
resist the loads imposed upon the the loads imposed upon the existing by the construction
the proposed construction
if the the existing is a minimum of 4" thick and in sound condition, free
a minimum of 4" thick and in sound condition, free
from structural structural cracking, spalling, or other deteriorationspalling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. Where concrete specifications are required, whether in the screen enclosure
scope or not, by one or more regulatory agency, the following specifications
are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- l% - ASTM C 260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5".
Water added after hatching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2, and 3 including hot weather
recommendations.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. 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 plated to ASTM B633, or coated stainless steel series "300", or
uncoated stainless steel series "400".
4. All Self Mating Beam Sections are to be stitched with either # 14 screws 6"
from ends and 24" center to center or #12 screws 6" from ends and 12" center
to center.
5. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
6. Screen material shall be 18/14 screen unless approved by Florida Aluminum
Engineering, Inc.
7. Door location shall be determined by contractor in the field.
8. 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.
9. All flashing and waterproofing shall be provided by the contractor.
10. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
WIND SPEED - EXPOSURE HAVE
BEEN DETER . ED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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RECEIVE®
OCT 2 9 2018
Permitting Department
St. Lucie County, FL
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JJ11E PLANS AND ALL PROPOSED WORK
SUBJECT TO ANY CORRECTIONS
UIRED SY FILD INSPECTORS THAT
MAY DE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICAM CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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DATE DRAWN
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Roof Type E
SHEET NO:
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Roof Type: MANSARD / FLAT A-1
ALUMINUM MEMBERS
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
1x2: 1"x2"x0.040"
1x3: 1"x3"x0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
� x-S-SMB : 2"-x-5"x-0:050"x 0.-100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2x7SMB: 2"x7"x0.05T'x0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2x9SMB: 2"x9"x0.072"x0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
MEMBER SIZE
EDGE"C"
2x4
Y"
2X5
V
2X6 - 2X10
1 Y"
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREWTHRU BEAM
W/ (3) #10 x 1 1/2" SMS
V x FASTEN TO EAVE RAIL
W/ #10 x 1 1/2" SMS 6" FROM
UPRIGHT & 24"O.C.
(1) 1/2" DIA. x 21/2" THRU BOLT
W/ NYLOCK JAM NUT - IN LIEU
OF NYLOCK JAM NUT, JAM NUT
W/ THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED ASTO
NOT DAMAGE BASE MATERIAL.
DO NO OVER TIGHTEN.
2" x SMB BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
1„
MIN.
2"x SMB UPRIGHT
(SEE A-1 FOR SIZE)
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PATENT PENDING
r UPRIGHT TO BEAM CONNECTION
A_2 SCALE: NTS
1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SI DE
V x T O.B. BASE PLATE - TYP
MIN.
21/4' MIN CONC a ANCHOR EMBEDMENT
,ANCHOREMBEDMENT
MN a 5d MIN EDGE DISTANCE FROM
SLAB /FOOTING •j a oe� •. EXTERIOR OF COLUMN TO
SEE PLAN ?•' OUTSIDE EDGE OF SLAB
SIDE VIEW
(1) 1/2" DIA THRU BOLT w/ NYLOCK
JAM NUT- IN LIEU OF NYLOCK JAM
(1) 3/8" DIA. CONCRETE NUT, JAM NUT w/ THREADLOCKER
MAY BE USED
SCREW ANCHORS I I 1/4" CONC. EMBED) TIGHTENCONTACT- DO NOT
(2
OVERTIGHTHTEN
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1" x Z' BASE PLATE ANCHORED TO
< e < CONC W/ 1/4" CONCRETE SCREW
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SLAB /FOOTING a s a ANCHOR (MIN. 1 114" EMBED)
6" MAX EACH SIDE OF POST AND
SEE PLAN ea e; 24" O.C. MAX
FRONT VIEW
B Tx 4' OR LARGER UPRIGHT TO CONCRETE DETAIL
A-2 SCALE: NTS
2" x PURLINS ATTACHED TO
BEAM WMIN (4) #10 x 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
3/16" 5052-H32
iWE i
NOTE
SEE CALL -OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. DO NOT COUNT
SCREWS ON DRAWING.
#14 SMS @ 1 1/4" O.C.
r(16 TOTAL)
NOTES
1. GUSSET DIMENSIONS ARE MINIMUM (2)
REQ'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL.
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1/4"
C!C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
2 1/2" x 1/8" x (GIRT OR PURLIN
-WIDTH-+-1/2"-x BEAM -DEPTH -
OR UPRIGHT DEPTH-112")-
ALUM BACKING PLATE
6063-T6 ALUMNINUM
CHAIR RAIL
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A-2 SCALE: NTS
2 x 2" PURLIN - NOTCH BOTTOM
FLANGE TO OVERLAP UPRIGHT
2 x 2" x 1/8" 5052 - H32 ANGLE EA SIDE
OR
2 x 2" x 0.062" 5052-H32 RECEIVING
CHANNEL
2" x T EXTRUSION
V x 2" x 0.044" OPEN BACK INTERNALLY
SCREW TO UPRIGHT W/ (2) #10 x 1 1/2"
SMS & FASTEN TO EAVE RAIL W/
#10 x 1 1/2" SMS SPACED 6" FROM
UPRIGHT AND AT 24" O.C.
NOTCH POST AS REQUIRED
FOR 2" x 2" EAVE RAIL
(2) #12 x 3/4" EACH LEG
EACH SIDE - SCREWS SHALL
ENGAGE BOTH PURLIN AND
UPRIGHT
F SLOPED PURLIN CONNECTION DETAIL
A 2 SCALE: NTS
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DATE DRAWN
10/22/18
SHEET NO:
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BRACKET
NOTE
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BEAM ATTACHED TO FASCIA
(2) 3/6" DI A. x 4" LAG SCREWS FOR
SPANS GREATER THAN 30'-0"
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W/ 3f6" x 3" LAGS (3 PER
BRACKET) AND 3!8"
8" WIDE EXTRUDED GUTTER
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BRACE REQUIRED AT ALL
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BEAM OR UPRIGHT
(1) 3/8" DIA x 4" LAG
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1" x 2 x 0.044" OPEN BACK
SCREW INTO EXISTING
ATTACHMENT POINTS w! (2)
SCREW INTO EXISTING
1 x 2" x 1/3" x 4" ANGLE
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W/ (2) #10 x 21I2" SMSTHRU
_OVERHANG -FRAMING
OR RAFTER TAIL
- -- #10 x 3/4"SMSiNTO GUTTER
Lip
-OVERHANG FRAMING
PROVIDE#14 z I" INTO EACH-p
MEMBER AS INDICATED
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BEAM INTO SCREW BOSSES
OR RAFTER TAIL
BELOW
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(1) #10 x 1 117' SMS 6"
(1) #14 x 2" SMS 6"
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FROM BEAM AND 24" O.C.
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ATOEAEETRAILDETAIL
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CONTRACTOR TO VERIFY
CONTRACTOR TO VERIFY
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• 2" x 4" FASCIA - IF LESS
(4) #10 x 2" SMS FROM
2" x 4" FASCIA - IF LESS
� CORNER POST
\
• THAN 2" x 4" FASCIA, 2" x 4"
1" x 2" INTO SCREW BOSSES
THAN 2" x 4" FASCIA, 2" x 4"
4
1/8" x 2" x 2" x 2" ALUM SUB FASCIA SHALL BE
ANGLE W/(4) #14 x 3/4"
SUB FASCIA SHALL BE
SMS EACH FLANGE
7"GUTTER PLACED OVER, LENGTHEN
LAG SCREWS TO FULLY
PLACED OVER, LENGTHEN
6063-T6 ALUMINUM
EACH SIDE OF BEAM
PENETRATE SUB FASCIA.
5" SUPER GUTTER
LAG SCREWS TO FULLY
PENETRATE SUB FASCIA.
4" x 4" x 1/8" PLATE
W/ #14 x 1"INTO EACH
IF OTHER FASCIA, ADD 2" x
4" PT FASCIA w/ 1/2" LAG
IF OTHER FASCIA, ADD 7' x
MEMBER AS INDICATED K- BRACE:
BOLTS - 1 1/2" INTO TRUSS
4" PT FASCIA w! 112" LAG
BOLTS -1 1/2" INTO TRUSS
o / FRONT WALL: 2" x 3" x 0.050"
2 1/8" x 1 1/8" x .062" (MIN.)
TAILS -COUNTERSINK
TAILS -COUNTERSINK
SIDE WALL: 2" x 2" x 0.046"
ALUM RECEIVING CHANNEL
FLUSH. WHEN INSTALLING
FLUSH. WHEN INSTALLING—
Wl MIN. (2) #12 x 3!4" SMS
1/2" LAG SCREWS,
1/2" LAG SCREWS,
�
PRE -DRILL w/ 3/8" DRILL TO
PRE-DRI LL w! 3/8" DRILL TO
--- '— — — — -- -
PREVENT SPLITTING.
PREVENT SPLITTING.
BASE PLATE
G GUTTER BRACE &MATING ELEMENT ATTACHMENT DETAIL
G-1 GUTTER BRACE & PURLIN ATTACHMENT DETAIL
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DATE DRAWN
10/22/18
REVISION
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SHEET NO:
A-3
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GIRT
EXISTING FASCIA
GUTTER SEE G/A-3 FOR
BRACE REQUIREMENTS
- - ® - /TLAG/SCREWS — - - - - -
2" x 7' x MEMBER DEPTH x 0.125"
ALUM ANGLE W/ (4) #14 SMS
EACH FLANGE
? PURLIN
2" x 2" x MEMBER DEPTH x 0.125"
ALUM ANGLE W/ (4) #14 SMS
EACH FLANGE
GUTTER
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w I ALUM ANGLE W/ (4) #14 SMS
EACH FLANGE
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A-4 SCALE: NTS
1/8" x 7' x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY o a
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219- MIN CONC
SLAB / FOOTING a : •''n' '° , ANCHOREMBEDMBrn
SEE PLAN
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POST W/ #12 x 1 1 /2" SMS AT 6" FROM
TOP & BOTTOM RAILS. TYPICALLY @
4) #14 x 3/4" SMS I I 24" O.C.
NTO DJ
•I� I 1/8" x 2" x 2" EXTRUDED ANGLE 5052
CORNER POST I I I I H-32 ALLOY EA CORNER W/ (2) #14 x 2"
SMS INTO POST & (1) 3/8" DIA.
6, CONCRETE SCREW ANCHOR INTO
I CONCRETE
(2) #10 x 1 1 /2" SMS
THRU SCREW BOSSES
2 114" MIN CONC
ANCHOR EMBEDMENT
x2"DJ
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1" x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4" ° ° d• ;°
CONCRETE SCREW ANCHOR
(MIN.11/4"EMBED) d e •;d °
6" MAX EACH SIDE OF POST d e, d
AND 24" O.C. MAX .'6°' d
FRONT VIEW
DJ-1 DOOR JAMB TO CONCRETE DETAIL
A-4 SCALE: NTS
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CONCRETE SCREW ANCHOR a0
(MIN. 1 1/4" EMBED) DATE DRAWN
6" MAX EACH SIDE OF POST d: ) O/2,2/
AND 24" O.C. MAX Ll.
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REVISION
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FRONT VIEW 4 _
CP-1 CORNER POST TO CONCRETE DETAIL SHEET NO:
A-4 SCALE: NTS A-4-