HomeMy WebLinkAboutSCREEN ENCLOSURE PLANSDesign 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 & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Bask Wind Speed,
Vu.T=150 MPH
Exposure Category, Paragraph 1609.4.3 : B
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.
The following specifications are applicable to this projects:
1. Where cencrete 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 confoml 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 A. Water reducing agent-ASTM C494
I.I.S. 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 bakhing Is not permitted.
IA. 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 curing 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 barter.
1.8. All aluminum components embedded within concrete shag be coated 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 pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Bandar requirements.
6. Door location shall be determined by contractor in the field.
7. When Instafing 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, thlnset 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, spelling, or other deterioration.
Roof Type Screen Size
POLY 18 / 14 MESH
HOLLOW SECTIONS
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OPEN BACK SECTIDNs 2ze SM& r.x V.O.Orl[0.114•
2[B SMS: Y9•[0.0]'1Y0.124•
CONCRETESCREWANCHOR: SHEETMATELSCREWsrSMSt•
SINPOSON TREN HOOREOUNALFM InYeULLGIXOR EOUNAreNr
PANELS. (FLW561.1)
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
RECEIVED
MAR 13 2018
Permitting Department
St. Lucie County
Note: Aft.0 Hwderb fasda
SCANNED
BY
St. Lucie County
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COMPLBANCE
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`—NOTE -NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS"'
REVISIONS
G1 IX2 TO HOST STRUCTURE DETAIL
A-2 SCALE: NTS
1/8' z rX r EXTRUDED (4) A14 • W4' EMS
ANGLE W52 H32 ALLOY O O INTOPOST
O O
BRICK PAVERS-�
CONCRETE
SLABIFOOTNG
SEE PLAN
BRICKPAVERS. MAYNOT BE 1LD
FOLLO
W
OW \
ANCHOR MWIMUM
CONCRETE EMBEDMENT
l' Xr BASE PLATE
ANCHORED TO CONC W/ 1N
CONCRETESCREWANCH01
(MIN.I 1/P EMBED)
6' MAX EACH SIDE OF POST
AND 2P O.C. MAX
o�
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SIDE VIEW
r%rw
SCWB' CONCRETE
SCREWANANCHORS
(212'CONC. EMBED)
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4
FRONT VIEW
(4)A
FLASHING -INSTALL UNDER
WX 0.052 EXTRUDED RECENER CHANNEL
AN4X WO' SMS @ W O.C. TOPAND BOTTOM
W/ 1-10 DIM. NEOPRENE WASHER 0 TOP
SCREW ONLY
(2)114' OIA. X W LAG SCREWS
s_, COMPOSITE ROOF CONNECTION
A-2 SCALE:NTS
DJ-1
DOOR JUMB TO CONCRETE W/PAVERS DETAIL
C
PURLIN OR GIRT BEAM OR POST DETAIL
A-2
SCALE: NTS
A_2
SCALE: NTS
1/4' IAGS. 4' FROM ENDS 818' O.C. MAX 1' MI�
LONGER THANTHEPANELTRONE CHLW/
NEOPRENE WASHER ON EACH IAG
S'%0.082 ALUM
RECEMNG CHANNEL WI
M12XXVTOPAND
BOTTOM AS ENO CAP
(2) WB-CIA THRU
IF SCREEN WALLBE
6'
Nf1-lzi EYT6R
L 5 \CARRY BEAM CONNECTION
A-2 SCALE: NTS
PANEL
C BEAM.SEEPLAN
SHEET FOR MEMBER
INFORMATION
14 X We SMS 06' O.C.
1/8'X2'X2' EXTRUDED I I (1)1Y2' pN THRU SOLI wMYLOCK TOP AND BOTTOM W/ 1-U2'
ANGLE5052H32ALLOY COMPOSITEPANEL DR.NEOPRENEWASHER
JAM NUT -IN LIEU OF NYLOCKJAM TOPSCREW ONLY
Fil SIDE NUT. AN
NUTw/LHREADLLOCKER
MAV BE USED
BRICKPAVERS TIGHTEN TOC NTACT.DO NOT _
OVERTIGHTEN
BONDED TO
CONCRETE #14X WO' SMS @ W O.C.
TOP AND BOTTOM W/ 1-ffi'
J. DIA. NEOPRENE WASHER @
n. • TOPSCREWONLY
.. +4
•. ,f; OMPOSRE PANEL
sLA01FOOTING E . -
BEE PLAN ' e
• ORICK AVERS•MAY
SIDE VIEW NOT BE PRESENT.
FOLLOW ANCHOR
MINIMUMCONCRIETE
EMBEDMENT
(1) aw CIA CONCRETE
SCREW ANCHORS UPRIGHT
(21/4' CONC. EMBED)
O�
112'BASE PLATE
BRICK PAVERS ANCHOREDSC EWA C OR °
CONCRETE SCREWASED)
(MIN.)( EACH
CONC. EMBED)
8'MA%EACH SIDE OF POST Y%3'X 0.040' °
KNEE BRACE
4;' AT4'-0'O.G
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SLABRFOOTNG r X 6' SELF MATING B
SEE PLAN i.i4 - LENGTH OF COXWSMTSTITCHE EA
r XSSMB STTCHEOT
�/^�� FRONT VIEW STRUCTURAL GUTTER
�12' x 4' OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL S-2 COMPOSITE ROOF CONNECTION
A-2 SCALE: NTS A-3 SCALE: NTS
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