HomeMy WebLinkAboutSCREEN ENCLOSURE DETAILS PAGE1. Building Occupancy Category, Paragraph 16D4.5 and Table 1604.5: Risk
Cateaory 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region R Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Bask Wind Speed,
VLaT=150MPH
-
Exposure Category, Paragraph 1609A.3 : C
Applicable Codes. Reaulation and Standards
1. The 6tt1 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
1.12. 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 A185
1.3. Concrete slump at discharge per chute not less then 3' or more than 6.
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 recommendations.
1.5. Moist cure or polyethylene wring permitted.
1.6. Prior to placing concrete, treat the entire subsurface area for temnites in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor barrier.
1.8. All aluminum components embedded within concrete shall be mated 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 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 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 Instating pavers over concrete stab 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 Hashing and waterproofing shall be provided by the contractor.
9. Use of these plans acknowledges and accepts a limit of fiability not to exceed
design and engineering fee.
to shall be a minimum 2.500 psi. Rebar 31' lap splice. Use 3' chairs. Per mi
of the Florida Building Code, Residential, Section 401A.1, soils testing is not
tl for design using the presumptive bearing pressure of 1,500 psi.
HOLLOWSECTONS
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LANS AND PERMIT MUIV BE KEPT ON JOB
ITE OR NO INSPECTION(S) WILL BE MADE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED 8Y FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FAST ENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD.
21
NOTE: THIS DRAWING IS FOR N. CABLE aRA iiNG MAES. TERMINATE
NOT LA FILE C ®PY
SCALE. USE DIMENSIONS OCATI CABLEBRACINGMAYTERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER -0ETAIC.
REVISIONS
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MOLE 5062 Hat ALLOY
INTO POST
BRICK PAVERS
BONDEDTO
CONCRETE
SIABIFOOTING
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SEE PION
SIDE VIEW
(4)014x314'SMS
2'xr DJ
BRICK PAVERS. MAY NOT BE INTO POST
(1) 3.6' DIA.CONCRETE
PRESENT. FOLLOW
ANCHOR MINIMUM
SCREW ANCHORS
CONCRETE EMBEDMENT
012 CONC. EMBED)
l'xr SASE PLATE
ANCHORED TO CONC W 1/4-
CONCRETESCREWANCHOR
(LION.I IIV MBED)
6- MAX EACH SIDE OF POST
AND 24.O.C. MAX
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FRONT VIEW
DJ-1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL
A-2 SCALE:NTS
24.O,C,
r EMR UDED ANGLE W52
CORNER POST HatALLOY EACORNER W/(2).P14x2-
_ 6MS INTO POSTS (1) 3/B' DIA
CONCRETESCREWANCHORINTO
'P CONCRETE
(2) i1B x flR' SMS
THRU SCREW BOSSES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM jr.
,
CONCRETE EMBEDMENT
SLAB/FOOTING <•
SEE PLAN SIDE VIEW
CONCRETE POST W 1'X2'
BACKSIDE
LB'x LENGTH AS REQUIRED
FOR 21W USED CONCRETE
SCREWANCHOR INTO
CONCRETE
1'x2-BASE PLATE
ANCHORED TO CONC W 1/4
CONCRETESCREWANCHOI
(MIN.11/r EMBED)
6- MAX EACH SIDE OF POST
AND 24' O.C. MAX
FRONT VIEW
CP-1 CORNER POST TO CONCRETE WAVERS DETAIL
A-2 SCALE:NTS
I
(B) 614
1/8' PLATE OI
6060-T6 ALU1
EYE
CAE
H-2 CABLE CONNECTION AT CORNER
A-2 SCALE:NTS
tl6'xz'X2-E4A�OY
(1)1W GIA THE BOLT WNYLOCK
ANGLE 5062
JAM NUT414 LIEU OF NYLOCK JAM
EASIDENUT.
JAM NUT WTHREADLLOCKER
MAY BE USED
BRICK PAVETIGHTEN
TO CONTACT. DO NOT
OVER TIGHTEN
BONDEDTO
CONCRETE
BRICK PAVERS. MAY NOT BE
A PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETEEMSEDMENT
SLAB/FOOTISEEPLAN<••
SIDE VIEW
(21/4-CONC. EMBED)
15G' BASE PLATE
ANCHORED TO CONC W/ 114
CONCRETESCREA?MCX01
(MIN.1 1/4' CONC. EMBED)
V MAX EACH SIDE OF POST
SLASIFOOTING
SEE PION
�� FRONTVIEW
/ o \2' x 4' OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
p-2 SCALE:NTS
\ 1R'S.S. CABLE
11/4'x561B'x U6'ALUM.
FLAT BAR. 6063-TB ALUM. W/
(2)3 DIA. x 2 TI
DBL COMPRESSION SLEEVES
EMBEDMENT CONCRETE
ANCHORS
BRICK PAVERS.
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ANCHOR MINIMUM
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CONCRETE EMBEDMENT
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FLAT BAR. 6063-T6 ALUM.
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CONO SCREWANCHOR SEE PLAN
H-1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE:NTS
EMBER
L+ \PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE:NTS
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WOOD:
CIO.W WOOD SCREWS, 6'
FROM GIRT 6 ®12'O.C.
GIRT 8024'O.C.
xlIWINTO
2' HOLLOW SECTION
410xSWOODSCREWS,6'
FROM GIRT & Q 12'O.C.
HOLLOWSECTION CONC.
T OR PURUN WV DIA x WCONCRETE
SCREWANCHOR,6'
2. FROM GIRT 8 ® 24' O.C.
G1 IX2 TO HOST STRUCTURE DETAIL
A-3 SCALE: NTS
EACHSIDE
Vx2' OPEN SACK IN
SCREWED TO BEAM
2'x 2' 1/B'ANGLE W (2) 014 X
INTO BEAM & l 4x 2-SI
TAPPING SCREW INTO HEAL
1/4' x7 LAG SCREWS, 6'
FROM END B 02V O.C.
CONC.
TIV DIA. X 21/4' CONCRETE
SCREWANCHOR,6'
FROM END e 0 24' O.C.
(1) WB' DIA CONCRETE
SCREW ANCHORS EACH SIDE
(2-1/4-CONCRETE
EMBEDMENT)
ROOF BEAM CONC.
21/CONCRETE
SCRE
SCREWANCANCHOfl, B'
11Y1x215'i0.062606b FROM END B®24'O.C.
UM RECEIVING CMNNELM
114 x WV SMS EACH FLANGE
G 2 BEAM TO HOST STRUCTURE ATTACHMENT
A-3 SCALE: NTS
DETAIL #2
MAX
DETAIL #1
CONTRACTOR SHALL RUN
11V RU BOLT TOATTACH
W NYLON WASHER &
STAINLESSSTEELNUT
H-3 ROOF BRACING CONNECTION DETAIL
A-3 SCALE: NTS
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B-1 _ COLUMN TO SLAB CONNECTION DETAIL
A-3 SCALE:NTS
DIATHRU BOLT W/
JAM NUT. DO NOT
1/4' LAGS, 4' FROM ENDS 61B' O.C. MAX. V MI
LONGERTHAN THE PANEL THIOMNESS. WI
NEOPRENE WASHER ON EACH LAG
S'X0.082AW"`
RECEMNG CHANNEL WI
H2 X WVTOPAND
BOTTOM AS END CAP
I;T•T•lan_0411111
`1' X V X 15'ALUM ANGLE
(2) WV DIA THRU BOL W (S) P12 X WV SMS EACH
SIDE
;GREEN WALL BENEA�
OMPOSITE ROOF, 1' x 2' RRV BEAM. BEE PLAN
WI (2) 010 x 2' SMS I WO SHEET FOR MEMBER
SCREWROSSEBINTO INFORMATION
UPRIGHT OR POST. SEE
PLAN SHEET FOR MEMBER
INFORMATION
5 \CARRY BEAM CONNECTION
A-3 SCALE: NTS
0'X 0.062 EXTRUDED
(2)11V DIA X W LAG SCREWS ® 6'
EXISTING B
S-, COMPOSITE ROOF CONNECTION
A-3 SCALE: NTS
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REVISIONS
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