HomeMy WebLinkAboutWIND SPEED & EXPOSURECONTRACTOR: Jensen Beach Alum --,, WIND SPE''-AND EXPOSURE HAVE J,
DESIGN CRITERIA: I BEEN DET IINED USING THE ADVANCED
TECHNOI,';.' ' COUNCIL'S WEBSITE
Applicable Codes, Regulations, and Standards ,
AND GOGGLE EARTH. � `,�•'••, • • � • •. `i
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural P
y
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the C)
Aluminum Design Manual prepared by The Aluminum Association, Inc. a 0 •
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Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in high I LE CO
wind areas, 2010.
Wind Loads
1. Budding Ococuvpancy Category, Paragraph 1604.5 and Table 1604.5: /// / *I P1
Risk
1.
2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic Wind PROFESSIONAL SEAL
Speed Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
VuLTt�=;19'0":A V4SD =116 MPH---
3. Exposure Category, Paragraph 1609.4.3: Exposube 63
4. Building Category for Aluminum Stru�Eures, Paragraph-2002.6: Building Category in ❑
1- Screen Room: Non -Habitable, Unconditioned
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Roof Type L)LL1 a a z
1. Roof Type: EXISTING 1X2 ---- t++ $ u
2. Roof Material: EXISTING LL Z wLL
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Foundation Design m J m u
EXISTING - - w o: i 2
Existing concrete slab. No additional concrete footing or slab is required to resist p N N p � "
the loads imposed upon the existing slab by the proposed construction if the CONC. SLAB &ROOF I N I Z z p z
existing slab is a minimum of 4" thick and in sound condition, free from c0 c0 z Q z
structural cracking, spalling, or other deterioration. Z O u Z u
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Specifications 1 X2 cti
The following specifications are applicable to this project: _
1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code, c
and any other applicable local codes and regulations. �� 7'- O" �e Z z
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no 19'-O" o v
manufacturer substitution is acceptable without the specific written, signed and
sealed authorization of Suncoast Aluminum Engineering, LLC. LL
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3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material Ur N
must be approved. CONCEALED FASTENERS OR ATTACHMENTS Q Z 9 ° k
4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better ~ - z ^ o $ $ a:
zinc plated to ASTM B633, or coated stainless steel series "300", or uncoated B-1 B— ARE THE RESPONSIBILITY OF THE Q W , m � z 3
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stainless steel series '400". A-2 A-2 Z I" ;; u
5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from OONifOTOR of RECORD Z C7 3 ^ b c c
ends and 24"-center to center br #12 screws 6" from ends and 12' center. to center.1\ o �-� _
6. 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
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ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
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iii. Air entraining +/- 1 % - ASTM C 260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
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vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
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THESE r"LANIS Airy QLL PROPOSED WORK 3
ARE SUBJECT TO ANY CORRECTIONS
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c. Concrete slump at discharge chute not less than 3" or more than 5". Water s®I�u�P� `� ( AIL p Ico G LL
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added after batching is not permitted.~���° * F. W a
d. Prepare and place concrete per American Concrete Institute Manual of L< U o
- polyethylene g P g - - - - A-2 A-3 ---- - Q j c
.Standard Practice, Parts 1, 2, and 3 including hot weather recommendations.-
e. Moist cure or curing permitted. w z
f. Prior to placing concrete, treat the entire subsurface area for termites in LU
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compliance with the FBC. ,❑ :g M
g. Concrete shall be placed over a polyethylene vapor barrier. 6'-4" 6'-4" 6'-4" O ,• N 'O .�
h. All aluminum components embedded within concrete shall be coated with a d - a) *k at.
bituminous paint or epoxy.
DRAWN BY
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field. MC
9. Use of these plans acknowledges and accepts a limit of liability not to exceed design Q DATE DRAWN
and engineering fee.. 12/12/17
ST.LUCIECOUNTYt REVISION
BUILDING DIVISION
REVIEWED 1
FOR COMPLIA i -
REVIEWED BY Q _
DATE
PLANS AND PERM SHEET NO:
- MUST BE KEPT ON J B OR A-1
NO INSPECTION WILL BE MADE
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�'�►LUMINUM MEMBERS DIlVIEN�" ` "S
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HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2 x 3: 2" x 3" x 0.050".------
2x4:2"x4"xO.050"
2X5:2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: I" x 2" x 0.040"
1x3: 1"x3"xO.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)
2x4SMB: 2" x 4" x 0.044" x 0. 100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2x6 SMB: 2" x 6" x 0.050" x 0. 120"
2 x 7 SMB: 2" x T' x 0.057" x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
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
Vx2"
Tx
WOOD HEADER-
(1) 3/8" x 3" LAG SCREW INTO HEADER
CONCRETE HEADER:
(1) 3/8" DIA x 3" CONCRETE SCREW
ANCHOR INTO HEADER
v i (1)1/2" DIA. THRU BOLTw/NYLOCK
1/8" x 2" x T EXTRUDED C JAM NUT - IN LIEU OF NYLOCK JAM
ANGLE-5052 H-32-ALLOY EA NUT, JAM NUT w/ THREADLOCKER
SIDE E MAY BE USED
® TIGHTEN TO CONTACT -DO NOT
OVERTIGHTEN
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SLAB / FOOTING a • . p
SEE PLAN Y
SIDE VIEW
(2) 3/8" DIA CONCRETE
SCREWANCHORS
(21/4" CONC. EMBED)
V x 2" BASE PLATE
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ANCHORED TO CONC W/ 114'
1 1/4' M
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CONCRETESCREWANCHOR
ANCHORINCONC
EMBEDMENT
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(MIN. 1 1/4" EMBED)
21/4• Mw CONC
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6" MAX EACH SIDE OF POST
EMBEDMENT
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AND ZV O.C. MAX
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SLAB / FOOTING
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SEE PLAN
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FRONT VIEW
B " x 3" PB UPRIGHT TO CONCRETE DETAIL
A-2
SCALE: NTS
21/2" x 118" x GIRT WIDTH +
1!2" x BEAM DEPTH OR
UPRIGHT DEPTH -1/2')
ALUM BACKING PLATE
2" x 2" OR 2" x 3' 6063-T6 ALUMNINUM
MEMBER
7 spacedto ( spacedto spacedto
_ .....• ..._., .,r .._.. prevent prevent prevent E �
pass thru of pass thru of pass thru of €.
- - --- - - ---- -4" sphere -- - --4"sphere 4" sphere
1" x 2" W/ #10 x 2"SMS -6 I I SEE BSERIES
MAX EACH SIDE OF POST FOR UPRIGHT ; E
AND 24" O.C. MAX
ONNECTION ' €
Z' x 2" x 0.126' ALUM ANGLE W!"=
(4) #14 x 3/4"SMS INTO UPRIGHT rg ''�" : •. w ` --
V x V x 0.046" PICKET 1" x 3" BASE PLATE ANCHORED TO a
AT 4" O.C. MAX. INTERNALLY CONC W/ 1/4" CONCRETE SCREW
SCREWED TO TOP CHAIR RAIL & ANCHOR (MIN. 1 1/4" EMBED)
BOTTOM 1"x 2" W/ (2) #10 x Z' 6" MAX EACH SIDE OF POST AND
24" O.C. MAX
B-2 POST TO HEADER DETAIL
A_2 SCALE: NTS
C CREEN ENCLOSURE RAILING DETAIL
A-2 SCALE: NTS
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CONC. HEADER:
—,-- 11.4_x 3" CONCRETE
SCREW ANCHOR @ 24" O.C.
WOOD HEADER: EXISTING
#10 x 3" WOOD SCREWS /-HEADER
@ 12" O.C. /
1"x2„
WOOD:
#10 x T WOOD SCREWS
@ 12" O.C.
CONC:-
1/4" DIA x W CONCRETE
SCREW ANCHOR @ 24" O.C.
V x T HOLLOW
EXISTING
B'1 1X2 TO HEADER DETAIL
A-2 SCALE: NTS
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PROFES 510NAL SEAL
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
'EI`; NECEV� lIDEa TO °
CODES.
%` WOOD:
I #10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
CONC:
1/4" DIA. x 3" CONCRETE
SCREW ANCHOR 6'
FROM GIRT & @ 24" O.C. . . -
(4) #10 x 1 1/2" INTO
SCREW BOSS
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2"x2"OR TxWHOLLOW
I SECTION GIRT
xT
C-i 1X2 TO HOST STRUCTURE DETAIL
A-2 SCALE: NTS
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DATE DRAWN
12/12/17
REVISION
1 -
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SHEET NO:
A-2