HomeMy WebLinkAboutengineeringNOTE: THIS DRAWINu.S FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
Design Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
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,
VuLT=160 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 7-1G
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 fallowing 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.
I.I. 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 C494
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 At 85
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Pans 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. Concrete shall be placed over polyethylene vapor barrier.
I.S. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
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 8633, 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 I2" 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 pavers mus
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure ful
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.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: New 8"x8" (1 #5 bar Cont.) Ribbon Footing
Concrete shall be a minimum 2,500 psi. Rebar 31" lap splice. Use 3" chairs. Per currer
edition of the Florida Building Code, Residential, Section 401.4.1, soils testing is not
required for design using the presumptive bearing pressure of 1,500 psf.
Roof Type Screen Size
Composite 18114
HOLLOW SECTIONS
I,ne rvun nrAe uRY BEAM iPre
2x22'xYx0.W6'
2x4SMB'. 2"x4"x SrN,I 0.tD0"
3.TS PFB: T'x3.]S'x0A50"
2": Y'x 3"x 0.050'
2x55M0: Tx5"[0.050"x0.100"
SSS PFB: 2'x 5.]S'x0.055'
2x4'2x4"x 0.159'
2x6SM8: 2x6"x DA50"x0.t20"
COLUMNS
2xa Tx5"x0A5tl'
2x7SMB: 2x]"x D.05]"z0.120"
2x9SM8: Yx6"xD0]2"x0124"
2x 95MB. Tx W x00]2"x Od24"
3x3: i'x3"x D.12.5"
4x4:4x4"x0.125
OPEN BACK SECTIONS
1 x2: 1"x2"x0.040"
2x1DSMB: YxiDM1N.092"x 0.38&'
6x8. 6"x6"x 0.135"
ix3: f"x3"x 0.W5"
MINIMUM FASTENER EDGE DISTANCE:
MINIMUM FASTENER SPACING : Y4"
la NO KNEE BRACE
RC. REC. CHANNE
SNAP SECTIONS
2x2Snap: 2'x Y'x0.04S'
CONCRETE SCREW ANCHOR:
SHEET MATEL SCREWS EMS):
2x3Snap: 2Yx3"xO041' '
2 x 46nap: Y'x 4"x0.04S
SIMPSON TITEN HD OR EQUIVALENT
ITW BUILDEx OR EQUIVALENT
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB m w
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL. A,
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4 °
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MIN.25LONCRETE6CREEN
EN[LOSURESUREFOOIER
L PCON OM PERNO.. MA.,
Y CRETE C.I.
NOTES:
1. CONCRETE SLAB SHALL BE INSTALLED ONLY ON COMPACTED, WELL GRADED CLEAN SAND FILL
2. PER CURRENT EDITION OF WE 1LORIDA BUILDING COGE. RESIDENTIAL, SE071014 401.4.1, SOILS TESTING
IS NOT REWIRED MR DESIGN USING THE PRESUMPTIVE BEARING PRESSURE OF 1,500 PSF.
3. CONCRETE SHALL BE PROPERLY AND ADEQUATELY CONSOUDATED TO REMOVE ALL VOIDS IN BLOCK
CEIIS AND AROUND REINFORCEMENT.
4. RESAR SHALL HAVE A.31• L SPLICE USE 3' CHAINS N MAINTAIN 3' CLEARANCE FROM THE SOIL
RIBBON FOOTING
3" 0.024"A1-UM. SK
ELITE FOAM CO
HOUSE
FASCIA
I906P 006CP47
I. , 5.` • it 1. ..
OT . r`'..
S,
SHEET
1
e Le
THAN THE PANEL THICKENESS. W/
NEOPRENE WASHER ON EACH LAG
3" X 0.082 ALUM
RECEIVING CHANNEL W/
#12 X 314" TOP AND
BOTTOM AS END CAP
(2) 318' DIA THRU
IF SCREEN WALL BENEATH
COMPOSITE ROOF, 1"x 2"
WI (2) #10 x 2" SMS INTO
SCREW BOSSES INTO
UPRIGHTS (1) *10 X 2" SMS
W FROM EACH SIDE OF
UPRIGHT 8 @ 24" O.C.
UPRIGHT OR POST. SEE
PLAN SHEET FOR MEMBER
INFORMATION
2"x2 IW ANGLE EA
SIDE
(1) WS" DIA CONCRETE
3CREWANCHORS INTO
EACH LEG
(/CR-G 1 COMPOSITE ROOF TO BEAM
1 2 SCALE:NTS
- (1)1/2" DIA THRU BOLT WITH
NYLOCK JAM NUT (JAM NUT WITH
THREADLOCKER MAY BE USED, IN
LIEU). DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
FOR 2X2 AND 03 UPRIGHTS, USE
(4) #14 x W4" SMS INTO POST
- BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
20
�-w
nm�
NWD
TOP VIEW
AT INTERMEDIATE
FOUNDATION PER PLAN
/- UPRIGHT PER PLAN
- 1X2 O.B. ANCHORED TO CONCRETE
WITH'/ DIA. CONCRETE SCREW
ANCHOR @ 24" O.C. MAX
(4) #14 x 3/4" SMS INTO POST -,
FOR CORNER CONNECTION \
FASTEN 1X2 WITH #12 x W4'
SMS @ 24" O.C.
PANEL
1 " X 1"X 118" ALUM ANGLE
WI (3) #12 X W4" SMS EACH
SIDE
CARRY BEAM. SEE PLAN
SHEET FOR MEMBER
INFORMATION
of
? 01X2I ® I[T-7 UPRIGHT
(4) #14 x 2'ISMS THRU 1X2 —'
INTO POST TOP VIEW
ATCORNER
UPRIGHT TO FOUNDATION CONNECTION
SCALE: NTS
FLASHING -INSTALL UNDER
EDGE
3" X 0.062 EXTRUDED RECEIVER
#14 X 314" SMS @ S" O.C. TOP AND BOTTOM
WI 1-IZ DIA. NEOPRENE WASHER @ TOP
SCREW ONLY
2" x 2" x 118"ANGLE IMTH (2) #10 x
3W SMS IN EACH FLANGE, EACH
SIDE(TYP)
\
118"BACKING PLATE PURLINI GIRT/CHAIR RAIL -
WITH 910
(4) x 1-0Y2" \
SMS INTO
SCREW ���
<
I
BOSSES(TYP)
�/
w e
SNAP OR—
M
/
SELF -MATING BFAM
ONLY
7• j� -N O a
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I
WOOD—:/
#10z3"WOOD SCREWS
F--1
COMPOSITE PANEL)
@& FROM
ENDS 812" O.C.
kyN
CONC.
Q u
/
(2)114"DIA.X3"LAGSCREW@@6"O.C.—/
114" DIA. x W CONCRETE SCREW
ANCHOR@ STROM ENDS 824" O.C.
r l O b y y
O O
V `a
CR-1 COMPOSITE ROOF TO FASCIA
2 SCALE: NTS
M-1 PURLIN / GIRT / 0.13 TO HOST CONNECTION
SCALE: NTS
W
2
1/8" x 2" x 2-ANGLE WITH
(4)#14x XI" SMS INTO
ST
ICK PAVERS MAY NOT
PRESENT. FOLLOWA
ATTACH INSIDE FACE OF BEAM WITH-.
USING 2" x 2"x 1I8"z BEAMNCRE
ANCHORCOLUMN
EEMBMINIMUM
EMBEDMENTSMS
DEPTH LONG ANGLE WITH(8)#14x 3WNCRETE
EACH LEG.COLUMN
OOPTO
N
PER PLAN. NOTCH COLUMN
ACCEPT CARRIER BEAM
#�
N Nzo
Em
1-1/2"x 3/4"INBO H CARRIER WITH--,
(� #14 lVx IN BOTH CARRIER BEAM
\
a �i MAND
POST EACH SIDE,(10 TOTAL)
\
DETAIL AT CORNER
LL
L,a
(PLAN VIEW)
i
tp
4) `p
�mLL
SIDE VIEW
2
-� C
_ -DJ PER PLAN
O O
00
R d) V
/� ---1x O.B. ANCHORED TO
CONCRETE WITH 1/4" DIA.
O O
e 00
O
N! 0.
_
ANCHOR (MIN. 1-1/V
a
too
y {0
EMBED) @24"O.C.
00
00
O
1
LL
—(4)#14x3/4"SMS INTO
�Q
d
POST
0
O
. CONC.
0
\-1"x2"O.D.
.H--(i)W8"DIA.
ANCHOR. EMBED MIN.
a,WITH
e
ATTACH TO UPRIGHT
a •
O
(2)#10x2112"SMS THRU
n
... a..y
1"x2"O.B.ATTACHED�
�� �'�DM
��o"���666
4� e
EACH SIDE OF POST
RA
�—FOOTING. SEE PLAN FOR
FRONT VIEW DETAILS
WITH#12xl-V2"SMS
@6"FROM BOTTOM
g
c 4"gp
E�'9 B@�y�
AND24"D.D.
STe LUCIE COUNT
SHEET
DJ-1
DOOR JAMB CONNECTION
SCALE: NTS
4C-4\( CARRIER BEAM TO COLUMN CONNECTION )CC--
///
\~ 2 /SCALE: NTS
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