HomeMy WebLinkAboutConstruction PlansNOTE: THIS DRAWING I- r - ILLUSTRATIVE PURPOSES. DRAWING NOT TO
Design Parameters SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region S Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLT=160 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, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
General Notes
1. The Contractor shall verify all dimensions prior to construction
2. All work shall comply with all lowland regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
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 3A" max -ASTM C 33
1.1.3. Air entraining +/-1 % -ASTM C 260
1.1.4. Water reducing agent-ASTM C494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.21. Reinforcing Bars -ASTM A615. grade 60
1.2.2. Welded wire fabric-ASTM At 85
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 recommendatiom
I.S. Moist cure or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites In
compliance with the FSC.
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 WIAM11.4 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 Self Mating Beam Sections are to be stitched with either #14 screws 6" from
and 24" on center or #12 screws 6" from end 12" on center.
S. 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
Foundation Design: Existing 8"x8" Thickend Edae 4" Slab on Grade
Existing concrete. No additional concrete footing is required to resist the loads Imposed
by the proposed construction if the existing fooling is In sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
Full Mansard 18114
taMwB: IIrvo NGx M I7SYMxB .4113M44'' PFS
PHOLLOWSECrONS 2X4 ONmo
2xz TXTXO.w X BXz }25
2xt rx3'x0A5V 255M: 7SDAWx0.1TOLUM!
x13'
x4',2x4, rz4'0.05C 2x6 SMB: r xXX 6' x 0.05x 0.1
2x5rx5'z0s5P 2x7SM7r0Orxo.
rx8'x0.
OPEN BACK SECTIONS 22xsSMMr xY x7r z0.
1x3:"XXXII.04S
rxrxfi.a4s' I CONCRETESCREWANCHOR: SHEETMA'rELSCRENS(SMS'
r x3'x0.O5P SIMPSONT NHO OR EOUNPLENT IWBUIWEXOREOUWA W
rx rx0.64s•
RECEIVED
DEC 0 3 2019
L
cie County, Permitting
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REVIEWED FOR (L
CODE COMPLIANCE 4)
ST. LUCIE COUNTY I~
BOCC
SHEET
1
E
11V BRACKET CUT
FROM I-x 6'ANGLE.
CONNECT WITH (G)
614X 314'SMS
T 1-1/4' x 8-818' x 15'
ALUM. FIAT BAR.
O O O O 0063TG ALUM
O
N
O d • j
O EYE BOLT FOR CABLETENSION .'4w'
O
(2) M' CIA x W EMBED
CONCRETE SCREW
ANCHOR
UPRIGHT 118'S.S. CABLE
DOUBLE 1-114'x 5810'x 1IS'ALUM. FIAT
COMPRESSION BAR. WITH (2) 31S' D. CONCRETE
ANCHORS. MIN. 231 EMBEDMENT
SLEEVES Y}
BRICK PAVERS MAY NOT I
BE PRESENT. ENSURE IL-_
MIN. REQUIRED ANCHOR
EMBEDMENT INTO
CONCRETE .. '
FOUNDATION PER PLAN
. d
tBR-1 CABLE BRACING
2 SCALE:NTS
2'nNVWANGLE EA
SIDE
2`Y e I s
4
,SIDE VIEW
(1) 35' DIA CONCRETE
SCREW ANCHORS INTO
EACH LEG
(1)12' DIA THRU BOLT WITH
NYLOCKJAM NUT (JAM NUT WRH
THREADLOCKER MAY BE USED, IN
LIEU). DO NOTOVER TIGHTEN.
TIGHTEN ONLY UN ILCONTACT.
FOR 2%2 AND 2X3 UPRIGHTS, USE
(4) 014x WCSMS INTO POST
BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
TOP VIEW
AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
In O.B. ANCHORED TO CONCRETE
WITH i/4' DA CONCRETE SCREW
ANCHOR 02P O.C. MA%
(4)014 x W1 SMS INTO POST--�
FOR CORNER CONNECTION
FASTEN In WITH 012 x T4-
SMS ® 24. O.C.
I ` . n '• .I 01X2
(4)014 x2 SMS THRU I%2
M POST
FRONT VIEW
1B-1 UPRIGHT TO FOUNDATION CONNECTION
2 SCALE:NTS
■M-=i"i
■I®
■ZZ'as
X
UPRIGHT
TOP VIEW
AT CORNER
Note - Orientation may be different.
W16' GUSSET
PURLINS ATTACHED TO BEAM
WRH (4) P10 x 1-12' SMS W7H
WASHEINTOSCREWBOSSES.
NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR ILLUSTRATNE PURPOSES, DO NOT COUNT SCREWS ON DRAWING.
2 GUSSET DIMENSIONS AREA MINIMUM (2) REO'0-(1) EA SIDE OF BEAM -MAY BE INTERNAL
OR EXTERNAL
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 1114'CKI SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.
G-1 TYPICAL INTERNAUEXTERAL GUSSET CONNECTION
2 SCALE:NTS
SIDE VIEW
E
FRONT VIEW
118-xTxTANGLE WITH
(4)014 x T4 SMS INTO
POST
BRICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
2.
�s
�m
w�
OJ PER PLAN
44O.B. ANCHORED TO
CONCRETE WITH 1/4" DIA
ANCHOR (MIN. 1-11V
EMBED) ® v-O.C.
2-IW
DETAILS
tDJ-1 DOOR JAMB CONNECTION
2 SCALE:NTS
OPTION 2:
T x T x 1W ANGLE WITH (2) 010 x
3/4' SMS IN EACH FLANGE, EACH
SIDE(TYP)
OPTION 1:
(4) 010 x 1-IW SMS INTO
SCREW BOSSES (TYP)
SNAP OR
SELF -MATING BEAM
ONLY
CONC.
IW DIA. x 3- CONCRETE SCREW
ANCHOR ® B'FROM ENDS & 24. O.C.
M-1 PURLIN / GIRT / O.B TO HOST CONNECTION
l SCALE:NTS
GUSSETPLATE
PER PLAN / DETAILS
PURUN PURUN
8
04: (2)#14%2- SMS THRU BRACE INTO
R,P BEAMTHRUGUSSETPLATE
0
BRACE AT INTERMEDIATE JOINT
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MAX•ST.
LUCIE COUNT
:ONC.
IBED MIN.
aoa
K�O^^
C C
E PLAN FOR
BRACE AT EAVE RAIL
DIA THRU BOLT WITH NYLON
WASHER& STAINLESSSTEELNW
BR-3
t
ROOF BRACING
FILE C.C.),11,"?
SCALE: NTS
Ir
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SHEET
2
0.125•THICK Z BRACKET® EACH BEAWPURLIN:
ATTACHED BRACKET TO FASCIA W1316'x3' LAGS (3
PER SRACK 0. ATTACH GUTTER TO FASCIAWITH
ale" X 3• LAG 0 2W O.C. ELSEWHERE.
V X 2- OPEN BACK IS NOT NEEDED IF—
OTHERWISE,CONNECTln TO
BEAWPURUN WITH (2) 010 x 2-12" SMS
THRU BEAMIPURUN INTO SCREW
BOSSES. CONNECT In TO GUTTER
WITH (1) #14 x 1-112" SMS ® 6' FROM
ENDSAND24.O.C.
NOTE:
(2) WW CIA. x 4" LAG SCREWS FOR
SPANS GREATER THAN 3V'
00
00
BF
nLR(T,yO?
O6ITRACTOR TO VERIFY FASCIA I£
2'x 2'x 1/&" x 2' ANGLE WITH (4
MINIMUM OF 2° x 4'.IF LE65, 2' %4'
M
C14x 314°SMS INTO BE4MIPURLIN
PT S 88 FASCIA SHALL BE PLACED
AND (4) I(2) 1X215 SCREWED TO
BEHIND EXISTING AND LAG LAG
BEAM USING SCREW BOSSES 314
SUPERGUTTER SCREWS SHALL BE LENGTHENED
X ZIMP SMS INTO 1X2 (OR GUTTER).
TO FULLY PENETRATE SUB FASCIA.
REPEATON OTHER SIDE OF
IF NO FASCIA IS EXISTING, ADD 2• x
BEAMIPURLIN
4• PT FASCIA WITH ln' DIA. LAG
WHEN BEAM IS LARGER THAN GUTTER,
A62• BACIUNG PLATE BOLTS EMBEDDING 1-12" INTO
21I6'x 1118• x 0.06Y(MIN.) ALUM
ON INSIDE OF GUTTER TRUSSTAILS.PRE-DRILL WITH318•
RECEMNG CHANNEL W/MIN. (2)#12x
DIASITTO PREVENTSPLIITING.
L4• SMS
SHIM AS NECESSARY IF OTHER
THAN A PLUMB CUT FASCIA
NOTE: SEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
RH-1 BEAM/PURLIN TO GUTTER CONNECTION
3 SCALE:NTS
MEMBERSIZE
EDGE•C'
2X4
IW
2%5
1•
W-2%10
ll2
FLASHING
EAVERAILINTERNALLY
SCREW THRU BEAM INTO
SCREW BOSSES WITH (3) 010
x 1-MY SMS
ATTACH In TO EAVE RAIL
WITHS14x1-I2 SMS®6'
FROM ENDS & 24. O.C.
(1) M2' OIA. x 2-1Y -THRU
BOLT WITH NYLOCKJAM NUT.
THREADLOCKER MAY BE
USED ON NUT IN LIEU OF
NYLOCKJAM NUT. DO NOT
OVERTIGHTEN.
RCA UPRIGHT TO BEAM CONNECTION
3 SCALE: NTS
I
NO ION tl I IOM FLANGE 0
PURUN TO OVERLAP UPRIGH
SCREW THRU SAVE RAIL
INTOPURUNSCREW
BOSSES WITH (2) i10 X4'
SMS
ATTACH In TO EAVE RAIL
WITH Y10 x I MIx SMS ®S•
FROM ENDS & 24. O.C.
2"x rx 1I6' PLATE WTTH (4) 91-
x W SMS EACH SIDE OF BEAL
UPRIGHT PER PUJ
RC-2 UPRIGHT TO PURLIN CONNECTION
3 SCALE: NTS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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