HomeMy WebLinkAboutENGINEERINGCONTRACTOR: KING CARTER AT_�
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 ADMI Specifications for Aluminum Structures, Part 1-A of
the Aluminum Design Manual prepared by The Aluminum Association. and the
AAF Guide to Aluminum Construction in High Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I
Section 105.1
2. Dead Load: 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
3.2. 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: Vwr =150 MPH, V— =116 MPH, as required by local
jurisdiction
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1-
Patio Cover: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
Roof Material: 3" x 48" x 0.030" Structall Composite Panel,1.0 # density foam,
Florida Product Approval Number FL 21443-RI.
Foundation Design
Existing concrete No additional concrete footing or slab is required to resist the
loads imposed upon the existing slab by the proposed construction if the existing
slab is a minimum of 4" thick and in sound condition, free from structural
cracking spalling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code,
and any other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and
sealed authorization of Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material
must be approved.
4. 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".
5. 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.
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 I, 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 batching 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.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
AWfig
i Wf
12'-0"
r—
;91 +
: T. LUCIE COUNT ' RUTH
RFMEE«'ED FOR COMPL,IG
REVIEWED BY �/
PLANS AND PERN11Ti MUS
OR NO INSPECTION WILI
BE KEPT
J.7J�y
3E ' E.
PMi
_
1
Zo
c~n z=
�L�•,
.
C06\
P� \\\
3'X48'X0.030'
STftUCTALL PANEL /
2X30
(TYP)
A-3
3X3XO.125
POST
3X3X0.125
POST
3X3X0.125
POST
3
P
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY 6E NECESSARY IN ORDER TO
COMPLY WITH ALL APPIJOA64 00001
0
I
0
A 22
7'-7 ' 7'-73
C-10kFXED FAST 6ERS OR ATTACH MEWS
,ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
3XO.125
ST
o N ❑
W rai Li
O d oL
LU
LL Z;0 om
O Q 111 W W
LU C2 J2
W
�z pz
0z Qz
Z =� O�
LU I— LL cc re
r%
n
ZUo
J.
Q a Z_ Z Go
og
tr rumoo S
Oy Q N N
Z (D c
o�--
5 Z cc
to LJ u�''LL LL
N
LA
LU
t]C Q -
gw
LU azC0rn
O�G QCf)O-1
r 0_ LL
DRAWN BY
GD
DATE DRAWN
03/30/18
REVISION
5/16/18
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSIO"
HOLLOW SECTIONS
2x2: 2"x2"xO.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
1x2-. 1"x2"x0.040"
1 x3: 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)
2x4SMB: 2" x 4" x 0.044" x 0. 100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
2x6SMB: 2" x 6" x 0.050" x 0. 120"
2 x 7 SMB: 2" x 7" 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):
TTW / BUILDEX OR EQUIVALENT
W STRUCTALL
ROOF PANEL
#14x47/8"SMSW/
1 1/2" DIA. NEOPRENE
FACED WASHER @ 8" O.C.
(3) 3/8" DIA. tl/ II
THRU BOLTS3
2"x5"SMB
1 1
- L - V12A
S-1 STRUCTALL ROOF TO POST @ 4TH WALL DETAIL
A_2 SCALE: NTS
(2) 3/8" DIA. CONCRETE
SCREWANCHORS.
(3" CONC. EMBED)
3" x 0.093"
INTERNAL/EXTERNAL
3" x W x 1/8" EXTRUDED
POST BASE W/ (2) 3/8"
DIA. THRU BOLTS
B 3" x 3" POST TO CONCRETE CONNECTION DETAIL
A_2 SCALE: NTS
-#14"x 4-7/8" SMS W/--__
1 1/2" DIA. NEOPRENE
FACED WASHER @ 8" O.C.
W STRUCTALL
ROOF PANEL,
1 1/8" x 21 /8" x1 1/8" x 0.062"
ALUM RECEIVING CHANNEL
W/ (3) #12 x 3/4" SMS EACH
SIDE OF BEAM & (3) 3/8" DIA
THRU BOLTS INTO THE POST
2"xV'SMB
3" x 3"
ING
S-2 STRUCTALL ROOF TO CORNER POST 4TH WALL DETAIL
A_3 SCALE: NTS
3"x0.(
RECEIVING
W/ #10 x 3/4"
BOTTOM AS
#14 x 4 7/8" SMS W/
1 1/2" DIA. NEOPRENE
FACED WASHER @ 6" O.C.
S STRUCTALL ROOF TO POST CONNECTION
A_2 SCALE: NTS
#14 x 4 7/8" SMS W/
1 1/2" DIA. NEOPRENE
FACED WASHER @ 8" O.C.
3" x 0.062" ALUM
RECEIVING CHANNEL
W/ #10 x 3/4" TOP AND
BOTTOM AS END CAP
2" x 5"
3" x 3" x 0.093"
W
on., > 2c
0
!II
�
PROFEISSIONAL.
SEAL
C
3" STRUCTALL
ROOF PANEL
2" x 3" x 0.050'
I END BEAM
I
1 1 /2" x 2 1/8" x 1 1/2" x 0.062" x W LONG
ALUM RECEIVING CHANNEL W/ (3)
#14 x 3/4" SMS EACH SIDE OF
BEAM & (3) 3/8" DIA. THRU BOLTS
1 INTO POST
S-3 STRUCTALL ROOF TO POST CONNECTION
A_2 SCALE: NTS
o Q ❑
CC cai w
0 G. a
W
f= �m �o
LL Z Lu N
z v W
0 t7
am -m
W d 7 . 2
W Cz �z
C z Q z
x.11
z O�
W F-LL �•LL
L
z • .,
U
J
�y
J
Q Z 0$ a
z ,
m
Q W r`W'J4'� ui
O Lu
U 14Nu
z
Z m m �
z (D � 3 0
=)zE µ1 s
N W':1uF LL LL
LLI
I= Q
Q .
W
Q Z j
uj QZU)tN
U) c
GD
DATE DRAWN
03/30/18
REVISION
n -
SHEET NO:
A-2
\ P. q
SO.\CENS�c
�. A
No. 46043
of
� � • c•TATC ���
NI1T TO RF RFPRnnI1C.Fn IN WWnI F nR IN PART WITHOUT THE WRITTFN PFRMI.R.RI[]N nF Rl1NrnART Al I (MINI IM FMRINFFRINM 1111