HomeMy WebLinkAboutWind Speed & Exposure,CONTRACTOR: Mario Russo Aluminum
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 5th Edition (2014) Florida Building. Code, specifically Chapter 16
Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in
high wind areas, 2010.
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind- Speed, Figure 1609C, State of Florida Debris Region & Basic
Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: Vucr =150 MPH, VASD =116 MPH
3. Exposure Category, Paragraph 1609.4.3: D
4. Screen Roof Enclosure Table 2002.4.
Foundation Design
Concrete to be completed by pool contractor. No additional concrete footing
is required to resist the loads imposed by the proposed construction if the
existing footing is a minimum 12" x 12" and in sound condition, free from
structural cracking, spalling, 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 +/- 1% - 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 Suncoast Aluminum
Engineering, I.LC.
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.
Roof Type
Roof Type: MANSARD / HALF MANSARD
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMIEW USING THE ADVANCED
TECHNOLOGY CIL'S WEBSITE
AND GOOGLE EARTH.
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ST. LUCIE COUNTY '
BUILDING DIVISION
. REVIEWED
FOR C �iNCE
REVIEWED BY
DATE
PLANS AND PERM
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY COPRECTIONS
REQUIRED BY FIELD INISPECTORS THAT
'MAYBE NECESSARY lied ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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DATE DRAWN
10/03/17
REVISION
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SHEET NO:
A-1
'ALUMINUM MEMBERS DUYMNSIONS,
HOLLOW SECTIONS
2x2:2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
Ix2: I"x2"x0.040"
1x3: I"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)
2x4SIMB: 2" x 4" x 0.044" x 0. 100"
2 x 5 SMB: 2" x 5".x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2x7SM13: 2" x T'x 0.057" x 0. 120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2x9 SMB: 2" x 9" x 0.072" x 0. 1W'
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINHvIUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
NOTE:
CENTERLINE OF BOLT TO
ANY FREE EDGE TO BE MIN 1"
#10x11/2"SMS @1"
FROM UPRIGHT & 24" O.C.
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREWTHRU BEAM
W/ (3) #10 x 1 11T
1" x FASTEN TO EAVE RAIL
W/ (2) #10 x 1 1/2" INTO
SCREW BOSSES
(2) #14 x 34'
EA SIDE
(OPTIONAL)
2" x SMB BEAM
NOTCHED OVER UPRIGHT
(SEE A-1 FOR S¢E)
j () /2" DIA. x 21/2" THRU BOLT
L f - €\MIN
W/ NYLOCK JAM NUT- IN LIEU
OF NYLOCK JAM NUT, JAM NUT
W/THREADLOCKER MAYBE USED
1" AIN 2" NOTCH @ INSIDE OF
UPRIGHT FOR BEAM
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED AS TO 2" x SMB UPRIGHT
NOT DAMAGE BASE MATERIAL (SEE A-1 FOR SIZE)
DO NO OVER TIGHTEN.
UPRIGHT TO BEAM CONNECTION
A-2 SCALE: NTS
-�� 1/8" x 2" x T EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SIDE
SLAB / FOOTING
SEE PLAN a
(1) 3/8" DIA, CONCRETE
SCREWANCHORS
(21/4" CONC. EMBED)
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SLAB / FOOTING ; • • °'
SEE PLAN ba
1 " x 2" O.B. BASE PLATE -TYP
1 1!4'•MIN CONC
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ANCHOR EMBEDMENT
N4a'
a 5d MIN EDGE DISTANCE FROM
°a" ' • $
.: EXTERIOR OF COLUMN TO
4• OUTSIDE EDGE OF SLAB
SIDE VIEW
21/2"x 118"x (GIRT OR PURLIN
(1)112" DIA THRU BOLTw/NYLOCK
WIDTH+1/2"x BEAM DEPTH
JAM NUT- IN LIEU OF NYLOCK JAM
OR UPRIGHT DEPTH -11Z)
ALUM BACKING PLATE
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NUT, JAM NUT w/ THREADLOCKER
6063 T6 ALUMNINUM
MAYBE USED
TIGHTEN TO CONTACT -DO NOT
OVERTIGHTEN
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FRONT VIEW
1"x T BASE PLATE ANCHORED TO
CONC W/ 1/4" CONCRETE SCREW
ANCHOR (MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POSTAND
24" O.C. MAX
B . 2" x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
A-2 SCALE: NTS
NOTE:
SEE CALL -OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. DO NOT COUNT
SCREWS ON DRAWING.
2" x PURLINS ATTACHED.TO (14 SMS @ 1 IM' O,C,
BEAM'w/MIN (4) #10 x 1 1/2" SMS 4 TOTAL)
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
3116" 5052-H32
1 1/4"
TYP
NOTES:
B 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.
CHAIR RAIL
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3116" 5052-H32
1 1/4"
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NOTES:
B 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.
CHAIR RAIL
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#10 x 1 1/2" SMS INTO
REW BOSSES
SNAP OR SELF -MATING BEAM
C PURLIN OR GIRT TO BEAM OR POST DETAIL
A —2 SCALE: NTS
INTERNALLY SCREW
Tx 2" THRU UPRIGHT
W/ (4) #10 x 2" INTO
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1"x2"FASTEN
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A-2 SCALE: NTS
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DATE DRAWN
10/03/17
REVISION
SHEET NO:
A-2
8"
6" WIDE x 0.125'2' BRACKET , S ' I k� n 1 4 ' ��• ' \ ,�/�
@ EACH BEAM ATTACHED TO NOTE: 1 .-t�_ a 1 y y ► .• V
(2) 318" DIA. x 4" LAG SCREWS FOR
FASCIA W/ 3/8" x 3" LAGS (3 SPANS GREATER THAN 30'-0" WIDE EXTRUDED GUTTER 531'
PER BRACKET) AND (1) 3/8" x 3" BRACE REQUIRED AT ALL
LAG @ 24" O.C. AT GUTTER BEAM OR UPRIGHT 2" x 2" x 1/8" x 4" ANGLE o L•
(1) 3/8" DIA. x 4" LAG () IB"DIA x 4" LAG _
ATTACHMENT POINTS w/(2) 1 3 _
1" x 2" x 0.044" OPEN BACK SCREW INTO EXISTING #10 x 3/4' SMS INTO GUTTER SCREW INTO EXISTING PROVIDE S I x 1" INTO EACH - ,
W/ (2) #10 x04411 SMS BACK OVERHANG FRAMING LIP OVERHANG FRAMING MEMBER AS INDICATED _ a H ; Q
THRUOR RAFTER TAIL OR RAFTER TAIL BELOW ci ( �O:
BEAM INTO SCREW BOSSES Nd- '. C4 U) �. • Q
1)#10x11/2"SMSe" (1)#14x2"SMSS" - ------ i
FROM BEAM AND ZV O.C. FROM BEAM AND 24" O.C. NOTE: �� 0 �C
CONNECTION DET
ECTIONDETAIL
AT - --- - /�i Iy/'••�.[..P.R'O! \\`�
4 \ \ SIMILAR
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MATING
ELEMENT
• • CONTRACTOR TO VERIFY CONTRACTOR TO VERIFY I. CORNER POST
(4) #10 x 2" SMS FROM I ul
2"x4"FASCIA -IF LESS 1"x2"INTO SCREW BOSSES 2'x4"FASCIA-IF LESS O
' THAN 2" x 4" FASCIA 2" x 4" THAN 2" x 4" FASCIA 2" x 4" I U ul a
1/8" x 2" x 2" x 2" ALUM ~ a • •• SUB FASCIA SHALL BE SUB FASCIA SHALL BE 6063-T6 ALUMINUM W d
ANGLE W/ (4) #14 x 3/4" �V'SUPER PLACED OVER, LENGTHEN PLACED OVER, LENGTHEN 4" x 4" x iff PLATE
SMS EACH FLANGE GUTTER LAG SCREWS TO FULLY LAG SCREWS TO FULLY W/ #14 x 1" INTO EACH / LL (7 Z
EACH SIDE OF BEAM PENETRATE SUB FASCIA 5" SUPER GUTTER PENETRATE SUB FASCIA MEMBER AS INDICATED 1 K-BRACE: O
IF OTHER FASCIA ADD 7' x IF OTHER FASCIA, ADD 2" x • / FRONT WALL,W x 2" x 0.070" o m Q W
0.062" BACKING PLATE ON 4" PT FASCIA w/ 1 2" LAG
4" PT FASCIA w/ 12" LAG / SIDE WALL 2" x 2" x 0.046' W 0-
INSIDE OF GUTTER BOLTS -1 1/2" INTO TRUSS • 2 >
BOLTS -1 1/2" INTO TRUSS �!. _..., - W z z
TAILS -COUNTERSINK TAILS -COUNTERSINK • • •'- '- "'-' - -' _Z Z w m
21/8" x 1 I/8" x .062" (MIN.) FLUSH. WHEN INSTALLING I Luz
ALUM RECEIVING CHANNEL FLUSH. WHEN INSTALLING - - - - - - (�j 9 W w
W/MIN. (2) #12 x 3/4"SMS 1/2" LAG SCREWS, 1/2" LAG SCREWS, Z W U _ u
PRE-DRILLw/3/8"DRILLTO PRE-DRILLw/3/8"DRILL TO BASE PLATE W
PREVENT SPLITTING.
PREVENT SPLITTING. CC
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H-1 CORNER K-BRACE DETAIL Z .,
G-1 GUTTER BRACE & PURLIN ATTACHMENT DETAIL SCALE: NTS
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-3 SCALE: NTS A_3 SCALE: NTS A-3 ? J
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EXTERNAL PROVIDE #14 x 1" INTO EACH
RECEIVING CHANNEL MEMBERAS INDICATED
FULL HT OF BRACE BELOW
W/ (2) #12 EACH FACE
WOOD:
#10.x Y WOOD SCREWS, 9' N
FROM GIRT & @ 12 O.C. • W 0
CONC: • 6063-T6ALUMINUM Lu
1!4" DIA. x 3" CONCRETE cc
(3) #12 SMS 4" x 8" x 1/8" PLATE
SCREWANCHOR, V' INTO EAVE RAIL �� W/#14x 1" INTO W
FROM GIRT & @ ZV O.C. EACH MEMBER AS f�
) (4) #10 x 1 1/2" INTO \
INDICATED Q' W
SCREWCD
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BOSS ROOF BRACING CONNECTION DETAIL \ • ii }}
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K- BRACE • • Z O
W
FRONT WALL: W x 2" x 0.079' • LL Q_ U
SIDE WALL 2"x2"x0.M' - • Q LL O
_ - ----
EXTERNAL
RECEIVING CHANNEL GIRT - • %� • DRAWN BY
FULL HT OF BRACE
K>o
SECTION GIRT KX> R Z'x HOLLOW W/ (2) #12 EACH FACE GIRT �� K-BRACE: / / MC+
• FRONT WWALL3" x 2" x 0.07U / I • DATE DRAWN
1'x2' • SIDE WALL:2"x2"x0.o46 /�
4" (MIN) UPRIGHT 1U/03/17
(3)# 12 SMS i , 1 REVISION .
INTO EAVE RAIL { Q -
I
C-1 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL H-Z INTERMEDIATE K-BRACE DETAIL SHEET NO:
A SCALE: NTS ^ -3 SCALE: NTS p -3 SCALE: NTS
- /1 /1 A-3
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