HomeMy WebLinkAboutEngineering DrawingCONTRACTOR: Veterans Screen & Aluminum, LLC
-DESIt rN CRITERIA:
Applicable Codes, Regulations, and Standards
e 7 1. Thth Edition (2020) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and AA ADMl 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 Ugh Wind Areas.
3. ASCE 7-16.
Loading Criteria
1. Live Load: 10 PSF per 7th Edition (2020) Florida Building Code. Appendix I
Section 105.1
2. Dead Load: 1 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk
Category 1.
3.2. Ultimate Design Wind Speed: V-T = 150 MPH, Nominal Design Wind
Speed: VASD = 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-Iiabitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.032" composite panel Elite 2000, 1.0# density foam,
Florida Product Approval Number FL 7561-115.
Foundation Design
Existing concrete. No additional concrete footing or slab is required 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 7th Edition (2020) 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 Florida Aluminum Engineering, Inc.
3. Screen material shall be 18/14 screen unless approved by Florida Aluminum
Engineering, Inc.
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. Approved concrete screw anchors to be Simpson Titen-HD or equivalent.
6. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
ends and 24" center to center or 912 screws 6" from ends and 12" center to center.
7. Where concretespecifications are required, whether in a sct t rI een 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 Typb 1,- ASTA4 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 - ASTNI 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.
8. All flashing and weatherproofing shall be provided by the contractor.
9. Door location shall be determined by contractor in the field.
10. 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 USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
1X3
2X3XO.045
FLAT
END BEAM
3"X48"XO.032"
1.0# DENSITY
FOAM
COMPOSITE
PANEL
2X3X0.045
FLAT
EDGE BEAM
A-3
3"X48"XO.032"
1.0# DENSITY FOAM
COMPOSITE PANEL
5'-1" 5'-1" 5'-1" 5'-1"
• ••
•'••, �c9 ��
r1
`�
Q
�2 O
W
8'- 0"
REVIEWED FOR
1DE COMPLIANCE
NT1! BOCG
ld`bL
C OJI, Idi - V,
W LIJ
LLI cl
Z m
w Z d'
-J
z Q Z
O °' V)
LA Z
(A 5a V
ll.l ` J
u" O
O =
CL
t1.
r,
�
c
G
U
z
��y Z N
G
W
Z �M��
-1 � �LLM'M'
Q
t;
11,1 tea'
w
Q W Z'§S
Z~~
z
� C7
0Zin
m
-E LU
a
U--
o
LL
c/ I to
N
w W
t5 U
Z
Q Q
V Z (1):L t l N
LLIm�rn
O
aoin°LL
DRAWN BY
TP
DATE DRAWN
08/26/21
REVISION
SHEET NO:
A-1A
AL�;M M MEMBERS DIMNSIONS
-., w
KICK PLATE NOTES:
��k
♦ '�
..... �.�
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.046"
3" 0.050"
1. 0.024 ALUM
2. SCREW ALL CORNERS
,�
.• +� ��
2 z 3: 2" x X
2x4: 2"x4"x0.050"
3. 100 B - 120 B WIND ZONES
♦ 1'')
• 4 �I
LL 4- i
2x5: 2"x5"x0.650"
USE #8 x 5/8" SMS @ 12" O.C.
4. 120 C - 140 B WIND ZONES
� � � � d
Z p
O
#8 x
0/ B
d W
IW-
OPEN BACK SECTIONS
5. 14EC ---1 WID�oNEs
1 x : 1" x 2" x 0.04"
1 x 3: 1" x 3" x 0.045"
3
USE #8 x 5/8" SMS @ 6" O.C.
6. 150 C`& ABOVE WIND ZONES
0
V • "�
co: �•
SNAP SECTIONS}
2" x UPRIGHT
(SEE PLAN)
USE #12 x 5/8" SMS @ 6" O.C.
7. SCREW GIRT, BOTTOM RAIL
j G z
�/ v •••
••'•.••
i
& BOTH SIDES//®�
.•��• ���\
• •
2 x 2 Snap: 2" x 2" x 0.045"
f€11 [
I
8. MAX KICK PLATE HT = 36"
/
/;
Q�� ,���
*
2 x 3 Snap:2" x 3" x 0.050"
tl & FOR FRONT LOAD BEARING)
(
{ ',��/�/11
2 x 4 Snap: 2" x 4" x 0.045"
(4) #10 x 2" SMS INTO €f I CENTER POSTS:
it
ell
111111111
SCREW BOSS ADD 2" x 2" x 118" ALUM ANGLE
{
SELF MATING (SiVIB)
OF UPRIGHTif EACH SIDE OF UPRIGHT
C�
2 x 4 SMB: 2" x 4" x 0.044"x 0.100"
CONTINUOUS; E UPRIGHT AND HMS INTO
w
LV w!
2 x 5 SMB: 2" x 5" x 0.050"x 0.100"
V x 3" OPEN BACK
318" DIA x 3" EMBED.
€€
FE It
W
2 x 6 SMB: 2" x 6" x 0.050"x 0.120"
2 x 7 SMIB2" x 7" ): 0.05T'x 0.120':
CONCRETE SCREW ANCHOR
CHAIR RAIL MEMBER
41 I
2 M
a
2 x 8 SMB 2" x 8" x 0.072"x 0.124"
+
J
z w lt0
-- - - - - - -
- -
- - -
2x9SA4B: 2"x9"x0.072"x0.124"
2 x 10 ST\4B: 2' x 10" x 0.092" x 0.398"
W z
¢ Q o
MINID4UM FASTENER EDGE DISTANCE: 1!2"
MINIMUM FASTENER SPACING: 3/4"
. °
kLA ;/FOOTING c s 3 ° ° 4 3'-� F
PLAN °. °
•y'm SORIEW BOSSES OF CTHOAIR
¢kl RAIL AND BLIND SCREWED
INTO SCREW BOSS OF
Z
O N Z
N
_ -. _ _ r _ _ d - - _ =
Pl w
UPRIGHT
Q V
CONCRETE SCRENV ANCHOR:
1/4" x 2114" CONCRETE
II (
:I a
w CC
11 G
SIMPSON TITEN HD OR EQUIVALENT
SCREW ANCHOR 3" FROM
0
SHEET METAL SCREWS (SMS):
UPRIGHT & @ 24" Q.C.
0 _
ITW / BUILDEX OR EQUIVALENT
(MIN 1 1/4" EMBEDMENT)
�} It UPRIGHT
, E
O
NOTE:
TO VERIFY ALL HIDDEN
N
m
CONTRACTOR
HAVE
u .
°z
FASTENERS BEEN INSTALLED PER
THE ATTACHED DETAILS AND PER
B UPRIGHT TO.CONCRETE DETAIL
-
Z a
Z
z
1;4AI�T(IFACTURER'S SPECIFICATIONS.
A_`L SCALE: NTS
(a)CHAIR
RAIL TO UPRIGHT DETAIL
. m �o
� o
(j w $' o
w
�
A -2
/'1
SCALE:. NTS
t Lo N v
�Z_// wmnn
mi cm...-.
I.i
Lu = Q "�
00
W
a LLj z 2. ??
H
4
Z
�0// (z�
1 ' x 3" O.B. FASTENED TO CORNER
O Z $
a
- -
- -
� - P.OST. W/ #12 x 1 :1/2' SMS AT 3" FROM-
�- p it TOP & BOTTOM RAILS. TYPICALLY @
__-
��®,I ���®�®®�
REVIEWED
W
IL -
z
O
I I� II �24" O.C.
DOUBLE 2" x UPRIGHT i Imo'
CODE COMPLIANCE
CORNER POST i jj 2 #10 x 1 1/2" SMS
(SEE PLAN) I O
i 3" I THRU SCREW BOSSES
`� �/ �Q
S 1■ LUCIE COUNTY 7 BOCC
-
{I `� - ..
A ,-'=�
�.I
WOOD
`1.=�� _
I hx• I
-
(SEE
i
PLAN) 11.�
�
II-
3" FROM GIRT& @ 12"Q.C.
1/4" DIA. x 3" CONCRETE
<., 2)#10x4"SMS
° THRU SCRIBOSSE
a
1/f
2 0 2" SMS
INTO I UPRIGHT
I '
SCREW ANCHOR; 3"
• 4 °
O # x
SCREW
BOSS i j%' PRIG
uj Q.
• i
FROM GIRT & @ 24" O.C.
SLAB / FOQTING : a. ` DOUBLE 2" x UPRIGHT
SEE ' CORNER POSTI
i /
CONTINUOUS OF UPRIGHT ! PRE -HUNG
V x 3" OPEN BACK I
Z
f I
(4) #10 x 1 1/2" INTO
SCREW BOSS
PLAN - .
- I (SEE PLAN)
SIDE VIEW
I / DOOR JAMB
I /
I; f
Z W
Q
(4) #10 x 2" SMS INTaSSCREW BOSS
CONTINUOUS OF UPRIGHT
x 3"OPEN BACK EACH UPRIGH
__
_ %///,
;! W (\1
Lu Z
0 o Md
s -,- - ;-
Py'
�C
CHAIR RAIL MEMBER
SLAB'/FOOTING
SEE PLAN
� ' ° +
E�- O IL
D BY
DRAWN
(
114"x21/4"CONCRETE
SCREW
TP
DATE DRAWN
IL
i
k _
i.x3 -
_ d- ° -
SLAB•/ FOOTING ' ' G : 3 c '<
,
SEE PLAN A
- .- _ ._ _UPRIGHT-&@Q24'O.CROM _ _ _ c- _
(MIN 1 1/4" EMBEDMENT)
-_-
08/26I21
REVISION
-
FRONT VIEW 1/4" x 21/4" CONCRETE
SCREW ANCHOR 6" FROM
�
!�\ -
t
UPRIGHT & @ 24" O.C.
1 1/4" EMBEDMENT
Q -
C-1NX3 TO HOST STRUCTURE
DETAIL
MIN
DJ-1
4
A_2 SCALE:
NTS
CP-1 CORNER POST TO CONCRETE DETAIL
UPRIGHT
A-2
TO CONCRETE PRE -HUNG
DOOR LOCATION DETAIL
-
SHEET NO:
A-2 SCALE: NTS
SCALE: NTS
A-2'
_
G9
li—
`,``,1�11111111111dIdjd�t' r `
0
� :' 4 "' LL. 6-�1. L
= Q:: Lu (o
z
04#00 1U111111111
e
w Lu c
Lu Q.
Z r
W z 3
J Q' z
z
Z Q Z LL
FILE COPY Ln a N
Q�
Ln
U- O
a0c = =a
°- F' c
REVIEWED FOR � LL
N �y
CODE COMPLIANCE z W C
ST. LUCIE COUNTY` BOCO �$'nw z
Z wrumnn it a
Lu
15 1
Q^ LL! Z�ogm
LL
0zLo
� m -
w C
L O ~
LL 3
a
a
a
z
fx
LL
IC
N �
Lu
LL
z
C
Q 2 Ly
c
z
b H.UWN
Lu z m n rn
Z I -n O
o
O_ ���tJi
DRAWN BY
TP
DATE_DRAWN
- 08%26/21
REVISION ZL
91 SHEET NO:
FOR: 3" x 48" x 0.024" PANEL
FASTENERS CAN 8E
SPACED AT 6" O.C.
EXISTING
#14 SMS x 1" MIN. LONGER HOST
- si4 x 4 ai�IS VJ/ A �— EXISTING- .._ _-
1 112 DIA. NEOPRENE - 3" COMPOSITE NEOPRENE FACED WASHER ALL
- - • - - - - w- - - - HOST WALL
I _. ,,,_, - %-P4NFI- - C(r�'1TQC:, ALONG LENGTH-
' - - r;;.��., ..,,.� ice,. L, -, .,...: 3 x 062" EXTRUDED RECEIVER
OF ALL END BEAMS
0 / .. 2" x 3" x 0.045"
CHANNEL W/ #14 x 3/4" SMS
FLAT END BEAM
W/ 1 112 DIA. NEO-WASHER
@ s„ O.C.
3 x O b62" ALUM
RECEIVING CHANNEL ,, ;, y,.a.� � � - •.�� j "/
W/ #10 z 3/4" TOP AND
BOTTOM AS END CAP +' /
3" COMPOSITE •.,il , t T Yr w iy t / -- — — /�
2 x3' PANEL ti�n> I i n �✓���. � r, s � ✓,� .ry � � � �,/ `� j
2" x 3" FLAT TOP RAIL - NO � FLAT ! -,• ''" T � ,� _ � ' `�'' , '� to ' ' � (2) #10 x 2" SMS INTO I � 3'
END BEAM I r :4 '` , t° `',, ,✓H,.,,.: - x.v. �,.
SCREW BOSS-
ANGLEREOUIREDUNLESS OF END BEAM
SPLICED OR CORNER
ATTACH wJ (4) #10 x 4" LG
LLI TOP RAIL W/ � #14 x 3/4" SELF -TAPPING
(4) #10 x 4" SMS. 3" COMPOSITE SCREW @ 6" O.C. � 1" x 3" O.B. FASTENED TO HOST
WOOD:
INTO POST €€gg
2 x 3 PB i Et ROOF PANEL /
UPRIGHT- 1/4" DIA. x 3" LAG SCREWS, 3"
---- __ ��� I,...--._ -1(.- � O D - CONCRETE -- -� -. -- -- - - - - --- -- ---- - - - FROM GIRT&@12"O.C.
1 1/4, � IA. x 21/4" SCREWCONC:'
TYPE MASONRY / 114" DIA. x 3" CONCRETE
ANCHOR @ 12" O.C. / SCREW ANCHOR, 3"
FRONT WALL. END WALL WOOD: FROM GIRT & @ 24" D.C.
(1) 1/4" DIA, x 3" LAG SCREWS
@ 12" O.C.
S X 3 TOP RAIL CONNECTION TO 2 X 3 UPRIGHT S-� COMPOSITE PANEL TO HOST CONNECTION DETAIL
A-3 SCALE: NTS n-� SCALE: NTS S-L BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
/-� A-3 SCALE NTS
. Z7�3—�r95—`
i�
i�