HomeMy WebLinkAboutConstruction PlansDesign Parameters
1. Building Occupancy Category, Paragraph 16a4.5 and Table 1604.5: Risk
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region 8 Basic Wind
Speed, Paragraph 1609.3A and Table 1609.3.1 Equivalent Basic Wind Speed,
Vu T= 170 MPH
3. Exposure Category, Paragraph 1609.4.3 : C
Applicable Codes. Regulation 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 Specifications for Aluminum Structure, Pad 1-A of the Aluminum
.Design Manualprepared. by The Aluminum Association,. Inc. Washington,. D.C.,
2010 Edition
3. ASCE7-10
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
Specifications
The following specifications are applicable to this projects:
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 3W max - ASTM C 33
1.1.3. Air entraining +(-1%-ASTM C 260
1.1.4. Water reducing agent-ASTM 0494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars-ASTM A615, grade 60
1.2.2. Welded wire fabric-ASTM A185
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after belching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendation:
1.5. Moist cure or polyethylene wring required.
1.6. Prior to placing concrete, beat the entire subsurface area for termites in
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be coated with E
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 Wl.41LN1.4 WWF.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM B633, or stainless steel series "300".
4. All Sell Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6" from end 12" on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor in the field.
7. When installing pavers over concrete slab or fooling which are supporting
aluminum members, such as continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. All flashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Roof Type Screen Size
None None
HOLLOWSECTONS
SlLF MF....UAMISMw
2x1: 2z?vo.04T
L<SN9
SN'x BAH'i A10r
2x3: Sx r.0.W
2z55MB:
TxSxB.(W.A10r
2z4: Tx4'z0.05r
2x65MB:
Yx r x 0.A5r x A1]Y
2 x 5: Ti S z 0.05r
2z7SMB:
TZTz0.O5TZA1'LY
ONO
OPEN BACK SECTIONS
2e85MB:
Tx rW.Yd x 0iR
CONCRETESCREWANCHOR: SHEET MATEL SCREWS ISM51:
SIMPSON TREN HO OR EOIIIIA RWBUMF% OP EpUNAIENT
MAR 0 "-'?5
ST. LUClee COUn
REMOVE AND REPLACE WOOD -
DECK
2X8 PT RIM JOIST (TYP) J
2
2
' 2X8 PT RIM JOIST (TYP)
t �
i J
,
HOST
w
U
6
w
O
1
C
I
O
O
O
I
0
2X8 PT JOISTS @ 24" O.C. V2X8
2X8 PT BEAM (TYP) 23'— ) l^ 1X6 PT DECK BOARDS
PT RIM JOIST (TYP)
2 2X8 PT JOISTS@ 2' O.C.
REVIEWED FOR
txnI
txe
txe
tzs
ixe
3
1zB
ae
tt
ixe
txa
txe
txe
txe
tze
txe
ixe
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
File COPY
u
C
m
E �
N La
La
K > a
C
M
_ or O MO
•E D .
R' O
C Y.
JOm t
Q went
Q% 0tnm
or N m
� Qom
w �
d
�O
n
SHEET
1
JOISTS
SIMPSON HiZ (H2.5ZON BEAM EDGE)
BEAM PER PLAN.
ATTACH POST TO BEAM WITH
SIMPSON BC46 (SC4 FOR 4X4 POST).
ADD FILLER AS REQUIRED.
PT POST PER
ATTACH POST TO FOUNDATION
SIMPSONS ABAWZ FOR SX81
(ABA44Z FOR 04 F
COLUMMBEAMfJOIST ATTACHMENT
2 SCALE:NTS
BETWEEN JOISTS. SCREW ENDS WITH
(2) 010 x 2-1W EXTERIOR MOD
SCREWS
CONNECT DOUBLE BEAM WITH 010 x
2-MV EXTERIOR WOOD SCREWS ® V
FROM ENDS AND 1T O.C.
STAGGERED
STEEL TIE DOWN WITH (1) XW DIA.
THRU BOLT WITH FENDER WASHERS
® B FEET O.C.
'MINIMUM 51W DIAMETER GALVANIZED
STEEL GROUND ANCHOR WITH
MINIMUM SINGLE HEUXAND
MINIMUM 46- EMBEDMENT.
FRONT VIEW SIDE VIEW
GROUND ANCHOR CONNECTION
2 SCALE: NTS
---ANGLED JOISTS: SIMPSON LSTOZ(LSSDZ FOR 2X6 JOISTS)
--�OISTS AT EDGE SIMPSON LUC28Z(LUC26Z FOR 2X6
JOISTS)
—TYPICAL JOIST. SIMPSON LUS28Z (LUS2SZ FOR 2X6
JOISTS)
JOIST ATTACHMENT TO RIM JOIST OR LEDGER
2 SCALE:NTS
DECK BOARDS PER PLAN. SPACE FOR 1W FINAL W.
ADJUST FOR PT DRYING AND SHRINKAGE
DECK SCREWS FLATHEAD
o#
oppppppoonau�uu000aao,,,-000
LL O o
Z
O
Ica
0 O Z
o
Q O ®o
000OOO�®�O
�
� Q�ppppoppoo0 N
P000000�a0
c
J
a
JOIST
W�
V
IF—%11 p N
Hl 5
Zvi � V q-
d,
M
F+ N
W �a�
u�
M Q
� O e
W
/VVL1-4\ DECK ATTACHMENT
2 SCALE: NTS
u
G
0
SHEET
+He C®py 2