HomeMy WebLinkAboutENGINEERINGCONTRACTOR: Master Craft Aluminum •
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: V-? =150 MPH, VA- =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-
Screen Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 2.0# density foam,
Florida Product Approval Number FL 7561-R3.
Foundation Design
Existing concrete. No additional concrete footing or slab is reauired to resist the
loads imposed by the proposed construction if the existing slab is a minimum 4"
thick with an 8" x 8" thickened slab edge 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 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 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 EXPOSURE HAVE
BEEN DETERMINED UMG THE ADVANCED
TECHNOLOGY COUN S WEBSITE
AND GOOGLE EARTH.
clar
,OwANN F-,D
at
A-2
S AND ALL PROPOSED wo-
1 NESE P ECT TO ANY CORRECTI05
BY FIELD INSPECTORS THAT
sE 51RE ERTO
AECzfIRED 51. ODES.
AryAY f3E t1ECESS`L A P _ 2
COtillpa WITH A
A-3
3"X48"X0.024"
1.0 DENSITY FOAM
COMPOSITE PANEL
2X3XO.050PB
,EDGE BEAM
14'-0"
2X3
BEAM
M
3"X48"XO.024"
COMPOSITE PANEL
O
o
O
O
o
O
O
o
0
rx
M
rx
M
M
M
2X3
2X3
F--1X3
1X3
6'-7J"
6'- 7'1n
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE l
CONTRACTOR OF RECORD
0-
AC
CIf0 2,_D5-(s'
ST. LLTCIE' COT-TV-TY BI II,Drl' G DI'�,!SI v
REVIEWED FOR COjgM
E
B REVIEWE Y G
DATE f
PLANS.APER-MIT NIUST BE KEPT ON JOB
CR NO _-INSPECTION WILL BE NIADE.
ELITE 2000 COMPOSfTE PANEL: (FPA: FL7561-R4)
150MPH/EXP B
3%48NO.024" (1.0# DENSITY FOAM)
MAX SPAN: (.-(� = 12'-9"
_�/J•IL
'••t /i i
o �, u►
IOU .
r ' i�
o d Or
f'l a Copy
OV
uu
u.i
d
d
W
p[
6L
W
Z
N
lJJ
a
o�c
a m
W m
W
�Z
��
pZ
�z
QZ
Z
= M
oM
W
Hii
=LL
►]
CZ V o
G ~
= J
J C7 QZ0o
Z m ao
080
Q W --iTT
O ujFtc"" N
Z VQNN
5 Z{ O S J
Ln W ."luP
m J
LLI <<(f)L0
�2 Cl)
d0coaU'
GD
DATE DRAWN
01 /30/18
z -
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.046"
`\�
......
It/ /
2x3: 2"x3"x0.050"
2 x 4: 2" x 4" x 0.050"
L+- dL:
2 x 5: 2" x 5" x 0.050"
r g
OPEN BACK SECTIONS
W
O. z
1 x2: 1"x2"x0.040"
M v
H
1 x 3: 1" x 3" x 0.045"��.c
SNAP SECTIONS
I I
I I
�// (y �•.
' N.
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"
3=0.070
' t
�11
�O}�
PROFE
S �pL
SELF MATING (SMB)
I I
CHAIR RAIL MEMBER
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"--
I I
❑
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
I I
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
2" x 2" x 3" x 1/8" ALUM ANGLE
1"x 3" OB W/ 1/4" CONCRETE I I EACH SIDE OF UPRIGHT
- - - - - I I
uw ui
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"
SCREW ANCHOR 6 FROM I I
UPRIGHT 8 AT 24" O.C. I I W! 3/8" DIA. x 3"CONCRETE
I
G. d
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
I I ANCHORS ON EACH SIDE
(MIN. 2 314" EMBED.) (3) #12 x 3/4" SMS SCREWS
2" x 2" x 1/8" x 3" LONG
ANGLE W! (3) #14 x 3/4" I I
LJJ
OC
$
MINIMUM FASTENER EDGE DISTANCE: 1/2"
I - - - - -
EACH FLANGE I
3 x UPRIGHT
LL
z w
MINIMUM FASTENER SPACING: 3/4"
- - - - -
•
�
m
Q m JLu
CONCRETE SCREW ANCHOR:'
I I
W
Q W C W
SIMPSON TITEN HD OR EQUIVALENT
a. v
'
Z
z Q z
SHEET METAL SCREWS (SMS):
e
•a.;
O U Z U
ITW / BUILDEX OR EQUIVALENT
• a ,
° a "
Z
W
= :3 O
LL OC LL
C
B
CHAIR RAIL TO UPRIGHT
DETAIL
3" x 3" POST TO DECK CONNECTION DETAILS
A-2 SCALE: NTS
Z .,
A-2 SCALE: NTS
J 0
J
Q Z o$ a
�- Znom
8
W, m m
# 14 x 5 7/8" SMS W!
1 1DIA. NEOPRENE
Q W 6i
O W�" m m z
FACED WASHER @ 8" O.C. t n `
n n ¢
U Z ¢ N H :31/8"x2"x2"EXTRUDED
Z (D Ln
ANGLE 5052 H-32ALLOY • •
(4) #14 x 3/4" SMS
3" x 0.062" ALUM
8:,,,tt^.°:+`�"•sr3.. '`"• x
"°Tr t '§a
Z
• •
INTO DJ
RECEIVING CHANNEL �� "'a ;+...
r, 4p'a , •'.
W/ #10 x 3/4"TOP AND °o.,_ =' • ' • • �"'s• ;*"j�,�r, s3;?��'••`E
v.
`G_
VI W
-
�e��i•''�•'+2
BOTTOM AS END CAP .•y •d«s a - �;i r « , r ,`°z .�
- - - -
,
WCOMPOSITE
PANEL
coNcFBEJDMF�SLAB
LNR
! FOOTINGSEE
PLANq2"
x 3" x 0.050" TOP RAINO
COMPOSITE
ANGLE REQUIR3"
UNLESS SPLICED OR
ROOF PANELa,.
CORNER - ATTACHLu
W/(4)#10x4"LG
N
SIDE VIEW)
�:'
3" x W x 0.079' g
=��,�� . as
E �,.
i,$ �r 3� r t ,n Yc"�
I
}
>
a, W
UPRIGHT
m
#14 4 7/8" SMS W/
(1) 3/8" DIA. CONCRETE
SCREWANCHORS (
UPRIGHT
2" x 3" x 0.059' TOP RAIL W/ ti : ^ iz xs 3 : *^ ^ s A
"dn:% �t.�w�= car; o sµm�li*.'sti
x
1 1/2"DIA. NEOPRENE
FACED WASHER 8" O.C.
@
EXISTING
BUILDING %
Z -1 I- N
W Q Q (n to
0 �
(21/4" CONC. EMBED)
Wd�%;
(4) #10 x 4" SMS ° ham"' S yc %6++ f .i` r� k
s '� = '' i 3 * �t3 0 V «'
I
W M
PRE -HUNG
DOORJAMB
INTO POST :Rr' 2 ��"
.,,��x
S*s 'iyt
2:: x 2:. x 3:: LG �.R?�5•`.:; , ;•'i. "� Z,•�;.. 2:. x 2:. x 3:: LG ."• a:,:,�., k. :a�•.`�s.4.?..._• :...
THR BOLTS
d 00 0_ LL
x1/8"ANGLE x1/8"ANGLE
2"x6"SMB
DRAWN BY
- --- - - - -
ll
W x W POST 1
I
G D
DATE DRAWN
a
a '
IF
I
1"x 3" BASE PLATE , . � ; • • .
ANCHORED TO GONG W/ 1/4" ° ° a ,• a
(4) #10 x 3/4" (4) #10 x 3/4"
SMS INTO SMS INTO
_ _ I
01 /30/18
CONCRETE SCREW ANCHOR * °
a '• . a •
33 EE
SCREW BOSSES SCREW BOSSES 3 f
REVISION
(MIN. 1 1/4" EMBED) n
(2) INTO TOP RAIL (2) INTO TOPRAIL
Q
6" MAX EACH SIDE OF POST •., • •Q• a
(2) INTO POST (2) INTO POST
AND 24" O.C.
CONNECTION AT CORNER CONNECTION AT SPLICE
S-�
COMP. ROOF TO POST 4TH WALL DETAIL
FRONT VIEW
A-2 SCALE: NTS
�®
XYT
SHEET NO:
DJ-1 UPRIGHT TO CONCRETE PRE -HUNG
S X 3 TOP RAIL CONNECTION TO 3 X 3 UPRIGHT
A-2 DOOR LOCATION DETAIL
SCALE:NTS
a-2 SCALE: NTS
A-2