HomeMy WebLinkAboutConstruction PlansNOTE: THIS DRAWING IS FOR 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 & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
V.=150 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 local and 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 3/4" max - ASTM C 33
1.1.3. Air entraining +/-1 % -ASTM C 260
1.1.4. Water reducing agent-ASTM C 494
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 botching is not permitted.
IA. 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 curing required.
1.6. Prior to placing concrete, treat 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 W1A/W1A 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 Whom
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 footing 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.
B. 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 a"x8" Thickened Edge 4" Slab on Grade
Existing concrete. No additional concrete footing is required to resist the loads imposed
by the proposed construction g the existing fooling is in sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Stu
Full Mansard 18/14
H011OWSEGTIONS 6ELF MATING BEAM l6M81
2.2: rx7x0.0W 2[46MB: rxPX0.M-kM10P
2Xs 2`x7x0.05P 2NSSMN rxPxo.o5Px0.107
2.4: ra4•XOINT 2X66MB: rxPX0.65PX0.120'
2.5: rx S[0.05P 2x76100: T.r• o.xrrx0.12P
2[B6NB: rxP[O.OTYx0.124•I4x4: P[Px GAW
B:
6x8: 6•[Cx.12S
2i106Mry1010.OBrvO.]BP
MWIMDM FASTENER EDGE DISTANCE: 1? UKNEE BRACE
MWNUM FASTENER SPACING: W RC: REM CHANNEI
CONCRETE SCREWANCHOR: SHEET MATEL 6CREW6lfiMsl'
51MPSONTITENHDOR EOMNAfEM NW BBIWEX MR EO1INA err
RR-1
2
RECEIVED
I.
APR 2 3 2020
ST. Lucie County, Permitting
/ /J�iHOST /_/__V-7—
/ / % / RODFOVEBIMN� / / 7
im
39•_0"
"FA 011VAIATIN
1X2 rY W
OMEN
i �•.
FJi..
�,
FRONT ELEVATION
Y :2
DOW
�6
Z
O
F
W
J
W
V
W
(� No 4
I" // 4q 4
%0�w �o
CO a
1m- BRACKET CUT
FROM 1'x W ANGLE.
CONNECT WITH (8)
614 X WV SMS
UPRIGHT
DOUBLE
COMPRESSION
SLEEVES
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
MIN. REQUIRED ANCHOR
EMSEDMENTINTO
CONCRETE
FOUNDATION PER PLAN
"6��
dEVE RAILEYE BOLT FOR CABLE TENSION•
BRA CABLE BRACING
2 SCALE:NTS
(2) Will' DW x W EMBED
CONCRETE SCREW ALTERNATE CONNECTION
ANCHOR
1RPS.S.CABLE
1-1N' x 65I8° x 118-ALUM, FLAT
BAR. WITH (2) 3S' DIA. CONCRETE
Al MIN. 2dl EMBEDMENT
z0
_Jill 0 1z1-�
W
d \Wm
nmp
4Q: �
r d.
(1) UW DIA THRU BOLT WITH
2YY W ANGLE EA
NYLOCK.IAM NUT (JAM NUT WNH
SIDE
THREADLOCKER MAY BE USED, IN
UEU). DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
O FOR 2X2 AND 2K3 UPRIGHTS, USE
(4) 014 x W4' SMS INTO POST
BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT,
_-
z0
rc
nmz
NWO TOP VIEW
SIDE VIEW AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHTPER PLAN
(1) Ti CONCRETE
1X20.B. ANCHORED TO CONCRETE
SCREW ANCHORS INTO
WITH 114-DA, CONCRETE SCREW
EACH LEG
ANCHOR 0 24' O.C. MAX
(Q 014 x W4• SMS INTO POST
FOR CORNER CONNECTION
FASTEN 1X2 WITH I x 314'
SMS 0 24. O.C.
01X2 O UPRIGHT
` (4) 914 xYSMS THRU IX2
INTOPOST TOPVIEW
FRONT VIEW AT CORNER
B-1 UPRIGHT TO FOUNDATION CONNECTION
2 SCALE: NTS
Note - Orientation may be different.
W16-GUSSU
PURUNS ATTACHED TO BEAM
WITH (4) 010 x 1-1¢' SMS WITH
WASHE INTO SCREW BOSSES.
014 X3/4'SMS ®1-1/4'O.C.�
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) RED'D-(1)EASIDEOFSEAM-MAYBEINTERNAL
OR EXTERNAL
B AS SEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO WINTAIN 1114•CIC SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE
G-1 TYPICAL INTERNAL/EXTERAL GUSSET CONNECTION
2 SCALE:NTS
/8'x 2-x YANGLE WITH
(4) 014 x We SMS INTO
0 0
POST
O O
RICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
aiak
J�
<e
•
fw
d
d
s
d
N
SIDE VIEW
PER PLAN
O.B. ANCHORED TO
Fr1#
CONCRETE WITH 1/4' DIA.
ANCHOR (MIN 1-1/4'
EMBED) ®24' O.G.
x W4" SMS INTO
ANCHOR EMBED MIN.
z,rz•
n°
FRONT VIEW DETAILS BEE PUIN FOR
DDOORJAMB CONNECTION
20 SCALE:NTS
(4) a10 x 1-llY SMS INTO
SCREW BOSSES (I
ONLY
WOOD:
SID x W WOOD SCREWS 06- FROM
ENDS d tr O.C.
CONC.
1/4'130. xYCONCRETE SCREW
ANCHOR ®8'FROM ENDS S 26. O.C.
2'x2'x1R'ANGLEMATH(Z)a10x
W4' SMS IN EACH FLANGE. EACH
SIDE(TYP)
r—PURLIN /GIRT/ CHAIR RAIL
M-1 PURLIN / GIRT / O.B TO HOST CONNECTION
2 SCALE: NTS
GUSSETPLATE
PERPLAN/DETAILS
PURUN PURUN
8
u�
0�
(z) 014 %Y SMS THRU BRACE INTO
BFAM THRU GUSSET PLATE
BRACE AT INTERMEDIATE JOINT
F11
8
O
i
EAVE RAIL
— 1/P DIA THRU BOLT WITH NYLON I
BRACEATEAVERAIL WASHERSSTAINLESSSTEELNUT
tBR-3 ROOF BRACING
SCALE: NTS
SHEET
2
ul 1G 1A5CIA WI3IB'x S LAGS (3
PER BRACKET). ATTACH GUTTER TO FASCIA WITH
YB' X 3' LAO ®24' O.C. ELSEWHERE
1° X 2' OPEN BACK IS NOT NEEDED IF
GUTTER HAS SPLINE GROOVE
OTHERWISE,CONNECTIMTO
BEAMMURUN WITH (2) #1D x 2-12-SMS
THRU BENWPURUN IWO SCREW
BOSSES. ODNNECT 1X2 TO GUTTER
WITH (1) 014 x 1-1R' SMS ® S' FROM
ENDS AND 24. O.C.
0
O
NOTE:
(2) 3I5' DIA. x 4' LAG SCREWS FOR
SPANS GREATER THAN 30'-0'
2' x Y x VB'• 2-ANGLE WITH (4
�-CONTRACTORTO VERIFY FASCIA IS
014 x W4• SMS INTO BEAMIpURLIN
MINIMUM OF 2' x4'. IF LESS, 2"X 4'
AND (4) [(2) IF 1X215 SCREWED TO
PT SUB FASCIA SHALL BE PLACED
BEAM USING SCREW BOSSES70/0
BEHIND EXISTING AND LAG LAG
X&CSMSINTO IK2(ORGWTER). UPER GUTTER
SCREWS SHALL BE LENGTHENED
REPEAT ON OTHER
TO FULLY PENETRATE SUB FASCIA.
SIDE OF
BEANVPURLIN
IF NO FASCIA IS EXISTING, ADD Tx
4' PT FASCIAWITH IW DIA. LAG
WHEN BEAM ISLARGERTHANN.)ALU, .062'BACKINO PLATE
BOLTS, EMBEDDING I-1IT IWO
ALUM ONINSIDEOFOUTTER
21IN
TRUSS TAILS.PRE-DRILL WITHWW
CANNEL ?MIN.NJ
RECEIVING CHANNEL W/ MIN. (2) 012 x
DIA BITTO PREVENTSPLITTING.
W4-SMS
SHIM AS NECESSARY IF OTHER
THAN A PLUMB CUT FASCIA -
NOTE BEAM ORIENTATION MAY BE DIFFERENT
THAN ILLUSTRATED
tRH-1 BEAM/PURLIN TO GUTTER CONNECTION
3 SCALE: NTS
MEMBER SIZE
ENE'G'
2X4
12'
2X5
1°
US-2 10
lIX
FLASHING
SAVE RAIL INTERNALLY
SCREW THRU BEAM IWO
SCREW BOSSES NTH (3) 010
x 1-12' SMS
ATTACH 1X2 TO EAVE RAIL
WITH 014 x 1-M' SMS ® W
FROM ENDS S 24. O.C.
(1)1W DIA. x 2-12 THRU
BOLT WITH WLOCK JAM NUT.
THREADLOCKER MAY BE
USED ON NUT IN LIEU OF
WUDCK JAM NUT. DO NOT
OVERTIGHTEM
tRC-1 UPRIGHT TO BEAM CONNECTION
3 SCALE: NTS
NOTCH BOTTOM FLANGE C'
PURLIN TOOVERLAP UPRIGH
SCREW THRU SAVE RAIL
INTO PURUN SCREW
BOSSES WITH (2) 010 x 4'
SMS
ATTACH 1X2 TO SAVE RAIL
WITH 010 x 1-lM' SMS ®B'
FROM ENDS & 2P O.C.
2' x T' x 1/8' PLATE WITH (4) 01,
x W4' SMS EACH SIDE OF BEAR
UPRIGHTPER PLAI
RC-2 UPRIGHTTOPURLIN CONNECTION
3 SCALE: NTS
=Y
m
a
e
m
o 9 m MI
m
C� 5 B, °I
0
a
LL o �
i
LL
:.% E i
L ym`
p mU
IL ava
LL
a
m
o
a
�� SHEET
ov 3
I. — — �s4ba"stm
I
41 r
I
N89*42'550E 641 '7;' -T-
81
PPOPOSed 418 SqU"
Foot brain Field
NProp 'sod 900 Gallon
Septic Tank 7-
3D. Ir Woo,
00,
Forth
Vj
9 io F v
oes
%,To
VT
41/ 1
need Proposed
IS.
re.
Roci: Crivemay
it
Lot 5
6.149 4`06,
a.
MIN. SETBACK REQ.
FRONT c—'ZZ�
SIDES::�, Tn
CNR s
BENCWFLK
Set Nall In Cabbage Tree
ASSumed Eievatifill 50-00'
GO
ovt#