HomeMy WebLinkAboutPLANSDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region 8 Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VMT=150 MPH
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, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
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.
The following specifications are applicable to this pmjects :
1. Where concrete specification are required, whether In the screen enclosure scope
or not, by one or more regulatory agency, the following speci8caticns am
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 R. Water reducing agent-ASTM C494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall anforn to:
12.1. Reinforcing Bars -ASTM A615, grade 60
1.22. Welded wire fabric-ASTM A185
1.3. Concrete slump at discharge per chute not less then 3' or more than 5'.
Water added after hatching is not permitted.
1.4. Prepare and place ancrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 Including hot weather recommendations.
1.5. Moist are or polyethylene wring permitted.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor harder.
1.8. All aluminum components embedded within concrete shall be mated with a
bituminous paint or epoxy. ..
2. Aluminum extrusions shall be 6005 TS 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 Self 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 pals shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Dar location shall be determined by contractor in the field.
7. When Installing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous Screen tracks or upright, the pavers must
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full
positive contact with concrete.
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.
Foundation Design: Existing 4" Slab
Existing concrete. No additional concrete footing is required to resist the loads imposed
by the proposed construction if the existing footing Is in Sound condition, free from
structural cracking, spalling, or other deterioration.
Roof Type Screen Size
POLY 20120 MESH
HOLLOW SECTIONS SEI 7nNGBEAMIswn
2x2 rxrxUSW' 2X4SMA rx3'xad46'x0.1W
2x3:7x7x0.a0' 2xa SMa; rx5'x0.050'x0.100'
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COMMMSCREWANCHOR: sHEETMA7ELSCREWSxSMS1-
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ST. LUCIE COUNTY 6UI G IVISION
REVIEWED FOR COMPLI C[ f
REVIEWED BY
DATE
PLANS AND PERMIT MU BE KEPT ON 30B
SITE OR NO INSPECTION(S) WILL BE MADE
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AND
ppULBE 2X8 PT RIM JOIST
RECEIVED NUr.
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MAR 18 S9
ST. Lucie County, Permitting
MAINTAIN ANGLE
9'-0-
COMPOSITE PANEL
KNEE WALL WITH
VINYL SIDING AND
SKIRTING TO MATCH
SCANNED
BY
St. Lucie County
14
REVISIONS
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"'NOTE -NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS"'
1/8'x Tx 2' EXTRUDED (4)#14 x WP SMS
ANGLE 5052 "2ALLOY O O INTO POST
o O
oF=
SUB�FOOTING i x' a' '
SEE PLAN
SIDE VIEW
(4)#14x W4'SMS
T.rw
BRICK PAVERS. MAY NOT BE INTOFOST
PRESENT. FOLLOW
(1)W8'DM.00NCF
ANCHOR MINIMUM
SCREW ANCHORS
CONCRETE EMBEDMENT
(21? CONC. EMBI
1' x Z BASE PLATE
OL .. 4 ...' 4d L
u 4
a...
' 4� v
FRONT VIEW
DOOR JUMB TO CONCRETE WIPAVERS DETAIL
rDJ I
A-2 SCALE: NTS
H-Z CABLE CONNECTION AT CORNER
A-2 SCALE: NTS
(4)WDx 11W SMS
SCREW BO!
SNAI
SELF -MATING E
V x2' O.B. FASTENED TO CORNER
POST WICIN11? SMS AT W FROM
TOP 8 BOTTOM RAILS. TYPICALLY ® 1/B'X2'XT EXTRUDED
24.O.C- ANGLE 5052 H32ALLOY
EASIDE
1/8'x Tz 2' EMRUDEDANGIE 5052
CORNER POST HB ALLOYEACORNERWI(2).#I4x2' BRICK PAVERS O O
SMSINTOPOSTS(1)39'DIA. O O
COMM POST-\
CONCRETESCREWANCHORINTO
CONCRETE BONDED TO
(2)#10 x II2 SMS CONCRETE
THRU SCREW BOSSES
. A x
BRICK PAVERS MY NOT BE OHew !. �4
PRESENT.FOLLOW
ANCHORMINIMUM ., r•, uw SLABFOOTMG
CONCRETE EMBEDMENT z SEE PLAN '
SOTLNG 4 • i 0
SEEPUN SIDE VIEW `"0 SIDE VIEW
CONCRETE POST W/ I'
(4)#14xaWSMS BACKSIDE (1)WB'DIACONCRETE
INTO POST SCREWANCHORS I I UPRII
M.x LENGTH AS RECURRED (2 VW CONC. EMBED)
FOR 21W EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
1'x Y BASE PUTS
ANCHORED TO CONC W/ 1/4' Rvicv PevPos
AND 24.O.O
FRONT VIEW
CP-1 CORNER POST TO CONCRETE WAVERS DETAIL
p 2 /SCALE: NTS
DBL COMPRESSION SLEEVES
BRICK PAVERS. MAY NOT BE
PRESENT.FOUOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
(EMBER SLABMFOOTING
SEEPUN
C \PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE: NTS
(4) #14 x W4' SMS
INTO POST
BRICK PAVERS. MAY NOT BE
PRESEW.FOLLOW
ANCHORMINIMUM
CONCRETE EMBEDMENT
I # BASE PUTE
ANCHORED TO CONC W/ 1/4'
CONCRETESCREWANCHOR
(MIN. 11W CONC, EMBED)
B' MAX EACH SIDE OF POST
SEEEE PUN
STING
�\ FRONTVIEW
/ 13 \2" x 4' OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
0-2 /SCALE:NTS
1/8' $S. CABLE
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4'
1114'x5W8'x11VALUM.
FLATBAR6 TSALUM.W/
(2) WB' OUL x 2 W4'
EMBEDMENTCONCRETE
ANCHORS
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wi
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\ wB.S. CABLE
1 We x 5 W x IlW ALUM
PLAT EIAR. 60B3-T6 ALUM
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L
SEE PLAN
H-1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE:NTS
FRAMING MEMBER PER PUN
V X PANEL THICKNESS X O.082 EXTRUDED
RECEIVER CHANNEL FASTEN TO FRAMING
MEMBER WITH 014 X W4'SMS B) W FROM
ENDS AND W O.C. STAGGERED
#14XWVSM@ FROMENDS ANDlr
CP'- COMPOSITE PANEL CONNECTION
A-2 SCALE: NTS
in,
REVISIONS
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REVISIONS
- I "'NOTE -NOT ALL DETAILS ARE USED FOR THIS PROJECT SEE PLAN FOR DETAIL CALL OUTS***
1/4' LAGS, 4' FROM ENDS & IW O.C. MAX V MI
LONGER THAN THE PANELTHICKEMESS. Wi
GUSSETPLATE
SELFMATING
NEOPRENEWASHERONEACHLAG
PERESERIES
BEAM
PURUN
TX0.082ALU
RECEMNG CHANNEL W/
"
CONITRACTORTOINSTALL
012%3'4'TOPAND
WOOO,
(2) 914 x T SMS THRU BRACE
BOTTOM AS END CAP
#10 x 3' WOOD SCREWS, 6'
INTO BEAM THRU GUSSET
FROM G0TT8 @ 1r O.C.
PLATE
CONIC.
1/P DIAX W CONCRETE
DETAIL #2
OMPOSTTE ROOF PANEL
SCREW ANCHOR, 6'
FROM GIRT & @=-O.C.
(4)#iD x it/T IM0
SCREW BGGG
V x 1' x LH'ALUM ANGLE
(2) 3R' DIATHRU BOLT
W/ (3)#12X V4' SMS EACI
'x r HOLLOW SECTION
IF SCREEN WALL BENEATH
SIDE
COMP0.51TEROOF. V
N
TSMSIxY
W/ (2) T SMS INTO
ETBEAM.SEER
SHEET FOR MEMBER
WOOD:
CONTRACTOR SHALL RUN
EWx MO
SHT
INFORMATION
#IDx3'WOODSCREWS.W
114'THRUBOLTTOATTACH
& (I) #IDXr
UPRIGM&(1)#1D%TSMS
FROMGIRT&@1r O.C.
W/N ON WASHER&
WFROMEACHSIDEOF
rxHOLLOWSECION
CONC.
STAINLESS STEEL NUT
UPRIGHT &@24'O.C.
GIRT OR PURLIN
.1/4'DIA.x3'CCNCRETE
SCREW ANCHORS'
UPRIGM OR POST. SE
1' x r
FROM GIRT& @ 24' O.C.
PLAN SHEET FOR MEMBER
INFORMATION
DETAIL#1
C+-� 1X2 TO HOST STRUCTURE DETAIL H-3 ROOF BRACING CONNECTION DETAIL / .7 \CARRY BEAM CONNECTION I w/
uj
A-3 SCALE: NTS A_3 SCALE: NTS A_3 SCALE: NTS Ij•
i' xrOPEN BACK INTET
SCREWED TO BEAM W/ (2)
Tx r 1/e'ANGLE W/ (2) #14 x34•
INTO BEAM & 914 x r SELF
TAPPING SCREW INTO HEADER
0
1 1W. 211W x 0.062 6063T6
ALUM RECEIVING CHANNEL W/
(6)#14 x 34'SMS EACH FLANGE
0
0
0
CONIC.
1/4' DIA. x21M' CONCRETE
SCREW ANCHOR, 6'
FROM END & @ 2r O.C.
CONIC.
(3)11VD0. x 21/4' CONCRETE
SCREW ANCHOR, 6'
FROM END & @ 24' O.C.
G'Z BEAM TO HOST STRUCTURE ATTACHMENT
A_3 SCALE: NTS
EACH SIDE
(1) W DIA CONCRETE
SCREW ANCHORS EACH SIDE
(Yi/4' CONCRETE
EMBEDMENT)
00 (4)#14OST SMS
O O IMOPOST
0 0 I
'
a•
e
B-� COLUMN TO SLAB CONNECTION DETAIL
A-3 SCALE: NTS
DECK
FRONT VIEW
SIDE VIEW
D-5 COLUMN TO DECK CONNECTION
A-3 SCALE: NTS
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