HomeMy WebLinkAboutENGINEERINGCONTRACTOR: The Porch Factory --T_ LC
DESIGN CRITERIA:
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: V—=
150 MPH, VA- =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
4.4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 -
Screen Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: EXISTING
2. Roof Material: EXISTING
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".
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. All Porch Factory Beam Sections are to be stitched -with #12-screws,-6fzfrom-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 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.
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 SPE'F" "ND EXPOSURE HAVE
BEEN DET INED USING THE ADVANCED
TECHNOLwxyx'COUNCIL'S WEBSITE
AND GOOGLE EARTH.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY 8E NECESIARY IN ORDER TO
COMM WIN 44 APAWCiNIA 009%.
CGi�iii.%i� r� rrlEiiS OR F11 �kCH'r�EiS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
SCANNED -
BY
St Lucie CoaWy
RECEIVED
MAR 0 7 2018
ST. Lucie County, Permitting
- -
���i�
.JLL
= �;• 0 o 0
Ul Q
=n�W 1R
i.•'� mac/ �
PROFESAWLI SEAL
(070-3-c2m l
ST, LLiCIE COUNTY BUILD PI SIO\'
REVIEWED FOR COMPL '
REVIEWED BY
DATE 3 zo (t'
PLANS AND PEILMIT MU9T BE KEPT O\ JOB
OR NO INSPECTION WILL BE YLAE.
EXISTING
COVERED
PATIO
I, 27'-0" I,
6'-9" 6'-9" 6'-9" 6'-9" -�I�
MOM
1= ui rii
O d n:
UJ CC'
ld. ZW m
Q m J m
W vain �Z
Z oZ
Z < N � N
C7 �Z QZ
= Z � p�
LLI r 1-'L = LL
Z
j J
J L7 F
�
Z Z8
to w tM
Q z =��
Z C7'"3^^
5Zmg-u�
CA UJ N im LL
U
t�
LL1 W
CC P
0 �
ua
Y
a ZV
Ld WZw
0
tl N 'CIO) LL LL
TP
DATE DRAWN
02/20/18
REVISION
r•.} . � ADO
3
Z
U
0
a
0
LL
fN
A-1
'
I 1 I 1
ALUMINUM MEMBERS DIMENSIC-`'
�
,
-F7/e" x 2" x 2" EXTRUDED
\
�
N i
HOLLOW SECTIONS
ANGLE 5052 H-32 ALLOY EA
.
•�
2 x 2: 2" x 2" x 0.046"
SIDE W/ (4) #14 x 3/4"SMS
(
•' 2vi
2 x 3: 2" x 3" x 0.050"
INTO UPRIGHT
�•
2 x 4: 2" x 4" x 0.050"
BRICK PAVERS
2 x 5: 2" x 5" x 0.050"
- �
W
W
Q Z
OPEN BACK SECTIONS
BONDED TO
-
'U
O
1 x 2: 1" x 2" x 0.040"
CONCRETE
_
�••'>
Q.. •
`
�
1 x3: 1"x3"x0.045"
CONC. HEADER: i
1 114' MIN CONC
`
1 /4" x W CONCRETE - j •
SNAP SECTIONS
ANCHOR EMBED
' 21/4• MIN CONC •4 ' • ° °
•
SCREW ANCHOR @ 24" O.C. i �"Q •
WOOD HEADER:
, . • G
• • • ..
2 x 2 Snap: 2" x 2" x 0.045"
ANCHOR EMBED. r• •
4 r °+ 5d MIN EDGE DISTANCE FROM
°
#10 x 3" WOOD SCREWS EXISTING /// ' 7�
HEADER/"I
�O\�\\
2x3Snap: 2"x3"x0.050'°
SLAB/FOOTING : v MIN 4'�: ;° 9 EXTERIOR OF COLUMN TO
'•
@12"O.C.
2 x 4 Snap: 2" x 4" x 0.045"
SEE PLAN °, °. • OUTSIDE EDGE OF SLAB
PROFESSIONAL
SEAL
SELF MATING (SMB)
SIDE VIEW
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2x5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
(1) 3/8" DIA. CONCRETE
W W
2 x 8 SMB: 2" x 8" x 0.072" X 0.124"
SCREW ANCHORS UPRIGHT
_ _ _ _
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
(2 1/4" CONC. EMBED)
_.... -- .......-... .......... ......... ... ........._..E
U
W
2 x 1 O SMB: 2" x 10" x 0.092" x 0.398"
1"x 2"HOLLOW
SECTION 1
LL_
Z
MINIMUM FASTENER EDGE DISTANCE: 1/2"
- - - -
1" x 2" BASE PLATE
WOOD:
�
LLI
MINIMUM FASTENER SPACING: 3/4"
__.
BRICK PAVERS ANCHORED TO CONC W/ 1/4"
#10 x 3" WOOD SCREWS ,
�
w
dg J�
CONCRETE SCREW ANCHOR
@ 12 0 C
W
W
to z in z
CONCRETE SCREW ANCHOR:
(MIN. 1 114" CONC. EMBED)
CONC:
Z
Q
SIMPSON TITEN HD OR EQUIVALENT
6" MAX EACH SIDE OF POST
1/4" DIA x 3"CONCRETE
y
o z Q Z
SHEET METAL SCREWS (SMS):
a. y AND 24" O.C. MAX
SCREW ANCHOR Co? 24" O.C.
2 O
ITW / BUILDEX OR EQUIVALENT
es ° °
1"x 2" HOLLOW - -
Z
W
1- LL oC i
SECTION
cc
C
PFB: PORCH FACTORY BEAM
SLAB / FOOTING d
° , v
EXISTING HOST
SEE PLAN o
FRONT VIEW
Z "s
B-1 1X2 TO HEADER DETAIL
U
B UPRIGHT TO CONCRETE W/PAVERS DETAIL
A-2 SCALE: NTS
A-2 SCALE: NTS
G
a
z$
W w T 91 W VI
OW Gsvr,uri W
KICK PLATE NOTES:
z (� P c
U z_ ffi
1. 0.024 ALUM
2. SCREW ALL CORNERS
g O
W
3. 100 B -120 B WIND ZONES
USE #8 x 5/8" SMS @ 12" O.C.
4. 120 C -140 B WIND ZONES
- --- -- - ---
-USE-#8x-5/8"SMS.@.8'_O-C
_
5. 140 C -150 B WIND ZONES --- --
------ - _
USE #8x5/8"SMS @6"O.C.
- - --- - -- --------
- -- --------
6. 150 C & ABOVE WIND ZONES
WOOD HEADER:
USE #12 x 5/8" SMS @ 6" O.C.
(1) 3/8" x T LAG SCREW INTO HEADER
7. SCREW GIRT, BOTTOM RAIL
W
CONCRETE HEADER:
& BOTH SIDES
8. MAX KICK PLATE HT = 36"
WOOD:
#10 x 3"FROM WOOD SCREWS, 6"
(1) 3/8" DIA x 3"CONCRETE SCREW
I 1
GIRT & @ 12" D.C.
ANCHOR INTO HEADER
LN W
1/4" DIA x 3" CONCRETE
I
- - - - - - - - - - -
2 1/2' x 1/8" x (GIRT OR PURLIN
SCREW ANCHOR, 6"
w
WIDTH + 1/2" x BEAM DEPTH
FROM GIRT & @ 24" O.C.
Y
OR UPRIGHT DEPTH -1/2")
I (4) #10 x 1 12' INTO
Q Z U
EXISTING
ALUM BACKING PLATE
SCREW BOSS
Q Z
HEADER I
6063-T6ALUMNINUM
_. ..._.
LLJ
W �} a Lo
co
N LL LL
1" x 2" HOLLOW VxT W/#10x2"SMS-6"
SECTION MAX EACH SIDE OF POST
(4) #10 x 1 1/2" SMS INTO
DRAWN BY
AND 24" O.C. MAX
CHAIR RAIL MEMBER 33 SCREW BOSSES
2"x HOLLOW
i
1 SECTION GIRT
TP
2" x T x 0.125" ALUM ANGLE W/
j
DATE DRAWN
(4) #14 x 3/4" SMS INTO UPRIGHT
f V x 2"
02/20/18
REVISION
UPRIGHTLi
' UPRIGHT/BEAM
Q _
C+ PURLIN OR GIRT TO BEAM OR POST DETAIL
C'l1X2 TO HOST STRUCTURE DETAIL
B4POST TO HEADER DETAIL
A-2 SCALE: NTS
A-2 SCALE: NTS
SHEET NO:
A-2 SCALE: NTS
A-2
N
C
x
3
a
a
a
z
C
LL_
C
I
3
Z
c
L
-c
m
m
LL
m
LL
R
C