HomeMy WebLinkAboutENGINEERINGCONTRACTOR: TRI-COUNTY ALUt:"'7iM, 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 ADMI Specifications for Aluminum Structures, Part 1-A ofthe
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 Sp
Vur.T = 1501VIPH. Vnso =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1-
Patio Cover / Screen Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 12" x 0.019" Four Seasons Building Products Steel Rhino
Panel, Florida Product Approval Number FL 18464-R1.
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 deteriorationspalling, 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 co onf rnr 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
if. 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.
WIND SPEED AND U- 'URE HAVE
BEEN DETERMINED JG THE ADVANCED
TECHNOLOGY COUNCILS WEBSPI'E
AND GOOGLE EARTH.
I tor� -
MMO.090
POST
5
MOO.
+--6•-6'
to•-C .pg-p
1p I
u (TYP) 2x3GIRT
I1P�05'1
3x3x
0
�L
ST. LL'CT_F COUNTY BUMPING ON
REVTFAVED FOR COIiTL
REV IEN ED Y 1
WANNED) -44 ' DATE
BY PLAINS AND PER'NfIT MUST + E KEPT ON JOF
t �9 Ps�fe aril OR NO L\SPECTION. WELL E NIADE-
In
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORREC11ONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
GQMP6Y WITH AW, A-PPWC ►54 09R94I
/ C-9 \ / S-3 \ / S-4�
A-4
A-3 A-3
,I'- 8'-10• ---#- 8'-t0' � 9•-10'
I
e'-0• -#- e'-C
I
6•-0• � 11•_e•
o
I
�2XaSMB
END
BEAM
2XSSMB
CROSS 2X5SM8
BEAM 4TH ww.
2XSWI3
BEAY
�a�
END
B
2XSSMB
CROSS
BEAM
2XBMB
CROSS
BEAM
yf�(0.045 .
END 'EDGE
BEAM BEAM
b
10
b
BEAM
3RHM0
PAN
e
b
p_4
EA-4050
2X5SM9
BEAM
-
A-3
2=0.
BEEDGEAMA-3
2XSSMB
BIM A-329-Ir
T
-
59'-0•
_ 3-A2"X0.019'
A-9 RHINO PAN
1
m
m
MCM0,090
POST
3X3X0.090
POST
3X37r0.090
POST
011
3"O"
POST
3X3X0.080
POST
3X3X0.090
POST
3X3T 090 A-4
POST
1X3
0'-10•
9'-t0•
11-1
A-2
B•-1O•
B'-0•
)RT
B'-W
b
J
r oar
\��lltilll/��
- CJ O
O Ca._
a:: w v
* ¢ o -
1J
Z
!y.
y�•
Gj\�
.... •'��,.
,PR6`\\
II
PROFESSIONAL SEAL
=
c_
Ify-
31r3)(0.090
POST
BRACE (T(P)
5
3X3X0.090
Posr
OJ�12UL ['� VAS fi 10$ OF, III fA(',1Rv1:NTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
0 rI ❑
CC La W
O n d
� a:
m �o
Ll- g � m
sr w �o
Q m J m
LL1 CL 2 .2
W
�z Qz
= Z � O�
LU I- iL c: r
ZUo
J �
Q Go
�- Z Z mom
to d'rum8g
Q W
C)LLJ
Z
Z 3 �3 0
&i a
0 (7 O
�tnW
QZ
` p<0
VW m W C0 co
Z I- rn
O ZC7�ri
ccD"ali.
GD
DATE DRAWN
02/17/18
REVISION
SHEET NO:
A-1
X1 VMINUM MEMBERS MIENS]
HOLLOW SECTIONS ` �j •. • �� �j
2x2: 2"x2"x0.046" �• /L i
2x3: 2"x3"x0.050"03 LL • , Vj
2x4:2"x4"x0.050" = Q:4
2 x 5: 2" x 5" x 0.050" = d • W co � W
OPEN BACK SECTIONS N > Z �v ' O
1x2: 1"x2"x0.040" �,
1x3: 1"x3"x0.045"
SNAP SECTIONS . . • • �� `
2 x 3 Snap: 2" x 3" x o 045" i ! ! i /,. • PRO `
60
2 x 4 Snap: 2" x 4" x 0.045" ! ! 3" x W x 0.09U' / J I 1 1 1 11
3"x3"x0.090" i i POST U
! ! POST PROFE SIONALSEAL
SELF MATING (SMB) (2) 318" DIA CONCRETE a
2 x 4 SMB: 2" x 4" x 0.044" x 0.100" SCREW ANCHORS ! i
2 x 5 SMB: 2" x 5" x 0.050" x 0.100" (3" CONC. EMBED) i ! El2 X 6 SMB: 2" X 6" x 0.050" x 0.120'• ! € (2) 3/8" DIA CONCRETE ! i
2 x 7 SMB: 2" x 7" x 0.05T' x 0.120". i SCREW ANCHORS i ! �
2x8SMB: 2"x8"x0.072"x0.124" (3"CONC. EMBED) 3" x&'x 1/8" EXTRUDED
W W
1" x 3" OB W/ 1/4"CONCRETE INTERNAL/EXTERNAL ! i 3" x 3" x 118" EXTRUDED �
2 x 9 SMB: 2" x 9" x 0.072" x 0.124" SCREW ANCHOR 6" ! ! 3" x 3" x 1/8" EXTRUDED POST BASE W/ (2) 3/8" z
LLI
2 x 10 SMB: 2" x 10" x 0.092" x 0.398" FROM UPRIGHT & @ POST BASE W/ (2) 3/8" i i DIA THRU BOLTS � o
24" O.C. (MIN. 3"EMBED.) } i DIA. THRU BOLTS w LL
LL z OC m Z
MINIMUM FASTENER EDGE DISTANCE: 1/2" Q. p `O U
MINIMUM FASTENER SPACING: 3/4" — - — _ — t Q m L m LL
LLJ
CONCRETE SCREW ANCHOR: ° a 'a" • °� m a" +� z Q m 0 W 3
SIMPSON TITEN HD OR EQUIVALENT z
a • •�'• '° ' Q Z
SHEET METAL SCREWS (SMS): a• m .. ' o: a °. ®' O u z u R
ITW / BUILDEX OR EQUIVALENT tee. , .a ' :� " `�.' -0 W I=- Oa' si
B"'�3" x 3" POST TO CONCRETE CONNECTION DETAIL
A-2 SCALE: NTS
1/8"x2"x2"EXTRUDED !
ANGLE 5052 H-32 ALLOY • • (4) #14 x 3/4" SMS
• • —,—INTO DJ
� L
CONC
SLAB / FOOTING ° ' a eMUeff
SEE PLAN
SIDE VIEW
(1) 318"-DIA. CONCRETE
SCREWANCHORS i. ( UPRIGHT
(21/4" CONC. EMBED) ! PRE -HUNG
' ! DOOR JAMB
_ _ 3
_1
1"x W BASE PLATE °
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREWANCHOR c a a • 'A
(MIN. 1 IW EMBED) A b � ,
6" MAX EACH SIDE OF POST ° . •, �q•
AND 24" O.C. MAX .•'6"'>' r� •
FRONT VIEW
DJ-1 UPRIGHT TO CONCRETE PRE -HUNG
A_2 DOOR LOCATION DETAIL
SCALE: NTS
B-1 3" x 3" POST TO CONCRETE CONNECTION DETAIL
A_2 SCALE: NTS
CHAIR RAIL
(2)
1
C CHAIR RAIL TO POST CONNECTION DETAIL
A-2 SCALE: NTS
Z
Lj o
J
y
v
Q
'6-010
Z n
m
QN
CS
Q Lu , 4' g'
O W cen
z�inn
Z
0 03^=
o
=)ZeEn U.1
o
It
In 0
W U H
0 zwLU
U
J
W mLUCCD0000
O zIrM
co 0 -1
d N D. LL
GD
DATE DRAWN
02/17/18
SHEET NO:
A-2
z
m.
c
LL
c
3
z
c
LL
C:
c
c
a
ma LL
C
z
#14 x 3/4" SMS • ,- _
//�
NEOPRENE FACED
•�
3" RHINO PANEL WASHER @ 4" O.C.
` //'��� •.
�� /
J
#14 x 3/4" SMS W(
Q ' 40
�
ILL
O
F
o Q _
UJ — 1
a.:
uJ ct
U
¢
AVIE
i •
#14x314"SMSW/
N '. �� ZIn
NEOPRENEFACED
3"x 12"RHINO
�' '•
•
i 2„x8„
WASHER @ 4" O.C.
PAN PANEL
�•.
y�
C 1
2" x 3" x 0.050" TOP RAIL-
• CROSSBEAM
I
// �••••,•• .•.••
/ •ice`%`
•-�l�(j�
` �
NO ANGLE REQUIRED
S SPLICED OR
�!!�j
4HER
p,�CQ•�
``#10x4"LG
CORNERUNLES ATTACH w/ (4)
•
l i
I
3 x 12" RHINOPROFE
SIONAL
SEAL
PAN PANEL"
3'x3"PB11/2"x21/8"x11/2"x1/8"x
•c8"
UPRIGHT
I LONG ALUM RECEIVING
3/8" DIA. THRU BOLTS
•THE
CHANNELW/(7)#14x3/4"
(4) TOTAL
2" x 6"SMB
Q
UPRIGHT AND
•
END BEAM
(7) #14 x 3/4" SMS INTO EACH
"
1 i
LLI ui
SIDE OF BEAM
2" x 5" SMB
•
•
!
0 C. d t
2" x 3" x 0.050" TOP
•
( i •
LL1 p�
RAIL w/ (4) #10 x 4"
3" x 3" x 0.099'
g u
SMS INTO POST
POST
2"x5"SMB
_
WQ�
2"x2"x3"LG _ _ _ _
2"x2"x3"LG _ _ _ _
—
;
33
� i
0 f
Qom+ W
x1/8"ANGLE
x1/8"ANGLE
11/2"x21/8"x11/2"x8"x0.062"ALUM
3"x3"x0.099,
11/2"x21/8"x11/2"x6"x0.062"ALUM
W i
RECEIVING CHANNEL W/ (7)
POST
RECEIVING CHANNEL W/ (5)
yJ 0.2 .2
#14 x 3/4"'SMS EACH SIDE OF
#14 x 3/4" SMS EACH SIDE OF
W CA Z Z
BEAM & (4) 318" DIA. THRU BOLTS '
(
BEAM & (3) 3/8" DIA. THRU BOLTS
Z
Q
(4) #10 x 3/4"
(4) #10 x 314"
INTO POST
INTO POST
W w
�% Ou Zu '
SMS INTO
SMS INTO i
Z 2 m O� I
1
SCREW BOSSES i
SCREW BOSSES !
LJJ ~ LL LL
(2) INTO TOP RAIL
(2) INTO TOP RAIL
`
(2) INTO POST (
(2) INTO POST
i
S_2
z i
CONNECTION AT CORNER
CONNECTION AT SPLICE
S-1 HINO PAN ROOF TO POST CONNECTION.
RHINO PANEL TO CORNER
POST CONNECTION
SCALE:
SCALE:
A-3
NTS
Z
S
A-3
NTS
X 3 TOP RAIL CONNECTION
TO 3 X 3 UPRIGHT
J
A-3 SCALE: NTS
J
V
N
� Zz$e�
s l
i
Ln t, m u
Q LLJ W , a cp h
O LLII `� m m z
�m
of U
I, Z
Z V' '"3^.^ o
-�-m- -F--'LL-g- '
14 z 3T4" SMS Wf
NEOPRENE FACED
#T�3T4"SMS W/
WASHER @ 4" O.C.
W x 12" RHINO
NEOPRENE FACED
FLASHING
PAN PANEL
WASHER @ 4" O.C..
#14 x 3/4" SMS W/
FLASHING
NEOPRENE FACED
3" RHINO PANEL
WASHER @ 4" O.C.
2" x 3" TOP RAIL
w/ (4) #10 x 4" SMS
3" RHINO PANEL
INTO POST
I
n-
2'x2' x3"LG
(A 0
x 1/8"ANGLE
LLJQfn
FISCREWBOSSES
�(4)
#10 x 3/4"
in Z U LLI
BUILDING
II
•
SMS INTOQ
•
1 EXISTING
— — — —
-j (3 J
2"x 8" SMB
•
BUILDING
tI INTO TOP
1 (2)
�
CROSSBEAM •
2"x 6" SMB
•
1 INTO POST
m W U 00
i
END BEAM
2" x 5' SMB
I
� Z � O)
• i
i
•
0)
ZU' �co
• I
• (
11/8"x2"x11/8"x5"x0.06Z'
[
cc) om.
I
E
i I
ALUM RECEIVING CHANNEL
O- N Qcc
•
W/
W/ (4) #14 x 3/4" SMS INTO
€
DRAWN BY
EACH SIDE OF BEAM & (4)
€
!
I
1 1/z" x 21/a" x1 1/z" x 6" x 0.06z,
i
I
#14 x 1"SMS INTO CORNER POST
GD
11/2"x21/8"x11/2"x0.062"
j
ALUM RECEIVING CHANNEL
W/ (5) #12 x 3X' SMS EACH
( 2"x5"SMB
I
DATE DRAWN
ALUM RECEIVING CHANNEL _ _
W/ (7) #12 x 3/4" SMS EACH
I
SIDE OF BEAM & (3) 318" DIA.
02/17/18
SIDE OF BEAM & (4) 3/8" DIA.
2" x 5" SMB
THRU BOLTS INTO THE POST
! _ _ I 3" x 3" POST
REVISION
THRU BOLTS INTO THE POST
3"x3"x0.09W
1 _
POST
_
S-3 HINO PANEL TO CORNER
POST a. 4TH WALL -DETAIL
S-5
SCALE: NTS
A-3
S-4
HINO PANEL ROOF TO POST CONNECTION
HINO PANEL TO
CORNER POST 4TH WALL DETAIL
A_3
SCALE: NTS
A-3 .
SCALE: NTS
SHEET NO:
A-3
•
W RHINO PAN
\
LL
ROOF PANEL
O J N
a' Z 0
uj T
W?
¢
SELF -MATING BEAM
V
~
i I I 3"xWx0.090"
�� O'
•'•�(j
12" I
x i POST
�� ��'••
,• ��
•..•• O� \\
I i
a _
io
• • • ! I € I
PROFS
I�NA%L SEAL L
I"SMB 2"x6"SMB
C
2" x 3"
KNEE BRACE
•
•
1 1/2" x 21/8" x 1 1/2" x
0.062" x 2" LONG ALUM
RECEIVING CHANNEL W/ (3)•
#12 x 3X' SMS EA FACE &'
(3) #12 x 3X' INTO POST
S'6 KNEE BRACE CONNECTION DETAIL
A SCALE: NTS
�t
1 1/2" x 21/8" x 1 1/2" x 5"
RECEIVING CHANNEL
W/ (5) #12 x 3K' SMS EACH
SIDE INTO UPRIGHT & (3) 3/6'
DIA. THRU BOLTS
INTO POST
1 1/2" x 21/8" x 1 1/2" x 5"
RECEIVING CHANNEL
W/ (5) #12 x 3/4"SMS EACH
SIDE INTO UPRIGHT & (3) 3/8"
DIX THRU BOLTS
INTO POST
S'7 MULTIPLE BEAMS TO POST CONNECTION
A-4 SCALE: NTS
#14 x 3/4" SMS W/
NEOPRENE FACED
1 1 /2" x 21/8" x 1 1/2" x 0.062"
WASHER @ 4" O.C.
BEAM DEPTH CHANNEL W/
(5) #14 x 3/4" SMS INTO
3" RISER PANEL
BEAM EACH -SIDE &
(5) #14 x 3/4" SMS INTO
CROSS / END BEAM
2"x6"SMB---
•
Z'x3°
•
END BEAM
•
•
1 112" x 2 l/8" xl 112" x 3" x 0.062"
ALUM RECEIVING CHANNEL
W/ (3) #12 x 3/4" SMS EACH -
SIDE OF BEAM & (2) 318" DIA
THRU BOLTS INTO THE POST
2" x 5" SMB•
2" x 8" SMB CROSS BEAM
OR {
W x 3" POST•
2" x 6" SMB END BEAM
S'8 INT BEAM TO CROSS / END BEAM ATTACHMENT
A A SCALE: NTS
•
•
m
S'9 ISER PANEL TO CORNER POST Q 4TH WALL DETAIL
A-4 SCALE: NTS
z
a
C
LL
C
CL
3
z_
c
LL
W L)
F-
U) u
0 ZU)LLI a
! = Q J C
CN
L Z W U)� a
%O ZC9�M
IR co 0 —1
f1 NdLL
DRAWN BY
GD
02/17/18
SHEET NO:
A-4