HomeMy WebLinkAboutSCREEN ENCLOSUREREVISIONS
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 Basic Wind Speed,
VuLT=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,-AAASM-35andSpecificafionr-for-AluminumStructure-Rart_1-A of thea9lumirwm.
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 280
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 batching 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 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 barrier.
1.8. 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 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.
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 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 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 Deslgn: Existing 8"x8" Footer and 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
MANSARD 18 / 14 MESH
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SMB)
THE PORCH FACTORY BEAM (PFB'
2x2: 2x2"x0.040"
2x4SMB: 21x4'x0.044"x D.10D"
3.75PFB: 2x3.75'x0.05D"
2x3: 2"x3"x0.050'
2%SSMB: 2'x S"x0.05':x 0.100'
5.75PFB: rx5.75'x0.05S"
2x 4: 2'x 4"x 0.050'
2x66MB: 2"x6" x 0.050'x 0.121r
6.75PFB: 2'x6.75"x0.057"
2 x 5: 2' x S' x 0.050"
2x7SMB: 2" x 7" x 0.057" x 0.120"
2x 6 SMB: 2"x6"x0.072'x0.124'
2x D SMB: 2"x9"x 0.072"x 0.124"
�: KNEE BRACE
OPEN BACK SECTIONS
1 x 2: 1: x2" x 0.040"
2x 10 SMB: 2"x 10'k0.092"x 0.398"
1 x 3: 1' x 3'x 0.04S'
MINIMUM FASTENER EDGE DISTANCE:W
MINIMUM FASTENER 6PACINO: 3/4'
SNAP SECTIONS
2x2Snap: 2"x2'x0.045"
CONCRETE SCREW ANCHOR:
SHEET MATEL SCREWS(SMS):
2 x 3 Snap: 2"x 3"x 0.050"
SIMPOSONTRENHDOREQUIVALENT rrWBUILDEx OREQUIVALENT
2x4Snap: 2x4"x0.045'
HOST
GUTTER
,0NO LED FASTENERS OR ATTACHMENTS
AIE THE RESPONS181UTY OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
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.
ST. LUCIE COUNTY BLTLDPTG D ,.SICN
RE,VIEN 'ED FOR C LS C� - t
REVIEWED Y
DATE ?RUST BE KEPT ON JOB
PLANS AND PE
C NO XSpECTION WILL BE MADE.
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REVISIONS
1/8" x 2" x 2" EXTRUDED-----'
XTRUDED
(4) #14 x 3/4"SMS
ANGLE 5052 H42 ALLOY
0 0
INTO POST
- -- — --
BRICK PAVERS
BONDED TO
CONCRETE
(8) #14 x 3/4" SMS
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118" PLATE ON 45" ANGLE
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(4) #14 x 3/4"SMS
2" x 2" DJ
EYE BOLT FOR
O
BRICK PAVERS. MAY NOT BE INTO POST
CABLE TENSION
O
PRESENT. FOLLOW
(1) 3/8" DIA.CONCRETE
ANCHOR MINIMUM
SCREW ANCHORS
CONCRETE EMBEDMENT
(21/2" CONC. EMBED)
1" x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
PERIMETER —
CONCRETE SCREWANCHOR
FRAMING
(MIN. 1 1/4" EMBED)
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
1"x 2" O.B. FASTENED TO CORNER
POST Wl #12xl 1/2"SMS AT 6" FROM
TOP 8 BOTTOM RAILS. TYPICALLY @
24" O.C.
x 2" x 2" EXTRUDED ANGLE 5052
CORNER POST
F1/8"
H-32 ALLOY EA CORNER #14 x 2'
MS INTO P ST & (1) 3 8 D/IA)
CONCRETESCREWANCHORINTO
CONCRETE
(2) #10 x 11/2"SMS
THRU SCREW BOSSES
BRICK PAVERS. MAY NOT BE
v z
PRESENT. FOLLOW
ANCHOR MINIMUM
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CONCRETE EMBEDMENT
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SEE PLAN
SIDE VIEW
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CONCRETE POST W/ 1"X2" @
(4) #14 x 3/4" SMS
BACKSIDE
INTO POST
3/8" x LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
1"x 2" BASE PLATE
ANCHORED TO CONC Wl 1/4°
CONCRETE SCREWANCHOR
(MIN.11/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
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FRONT VIEW
CP-1 CORNER POST TO CONCRETE WAVERS DETAIL
A-2 SCALE: NTS
DSL COMPRESSION SLEEVES
1/8" S.S. CABLE
1 1/4"x5518"x118"ALUM.
FLAT BAR. 6063-T6 ALUM. W/
(2) 318" DIH. x 2 3/4" -- -
EMBEDMENT CONCRETE
ANCHORS
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FLAT BAR. 6063-T6 ALUM.
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H-2 CABLE CONNECTION AT CORNER
A-2 SCALE: NTS
1/8"X2"X2" EXTRUDED -
ANGLE 5052 H.32 ALLOY
EA SIDE
BRICK PAVERS
ONTO CONCRETE
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SEE PLAN e- e • e d
SIDE VIEW
(1) 318" DIA CONCRETE
SCREW ANCHORS —
(2 IW CONC. EMBED)
BRICK PAVERS
(1) It? D64 THRU BOLT WWLOCK
JAM NUT -IN LIEU OF NYLOCK JAM
NUT. JAM NUT w/THREADLLOCKER
MAY BE USED
TIGHTEN TO CONTACT. DO NOT
OVER TIGHTEN
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
1"x2" BASE PLATE
ANCHORED TO CONC WI 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" CONC. EMBED)
6" MAX EACH SIDE OF POST
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SLAB/FOOTING
SEE PLAN a' a
FRONT VIEW
J B 12" x 4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
p_2 /SCALE:NTS
(2) 3/8" DIA. x 3" EMBEB-/ LSLAB/FOOTING
CONC. SCREW ANCHOR SEE PLAN
H-1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE:NTS
(4) #10 x 1 1/2" SMS
SCREW BOE
SNA'
SELF -MATING E
C
IEMBER
C PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE: NTS
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REVISIONS
6" WIDE x 0.125" "Z" BRACKET @ EACH
BEAM ATTACHED TO FASCIA W/ 3/8" x
3" LAGS (3 PER BRACKET) AND (1) 318"
X 3" LAG @ 24' O.C. AT GUTTER
NOT NEEDED IF GUTTER HAS SPLINE
GROOVE. OTHERWISE, 1"x 2' x 0.044"
OPEN BACK W/ (2) #10 x 212"SMS
THRU BEAM INTO SCREW BOSSES
(1) #10 x I l2" SMS 6"
O C
O O
MATING
ELEMENT
1/8"x2'x2"x2"ALUM.
ANGLE W/ (4) #14 x 314.
SMS EACH FLANGE
EACH SIDE OF BEAMIPURLIN
WHEN BEAMIPURLIN IS LARGER THAN
GUTTER, 2 1/8" x 1 1/8" x 0.062" (MIN.)
ALUM RECEIVING CHANNEL W/ MIN. (2)
#12 x 3/4" SMS
NOTE:
.(2) 3/8" DIA. x 4" LAG SCREWS FOR _
SPANS GREATER THAN 30'-0"
CONTRACTOR TO VERIFY
2" x 44 FASCIA- IF LESS
THAN 2" x 4' FASCIA, 2" X 4"
SUB FASCIA SHALL BE
5"SUPER
PLACED OVER, LENGTHEN
GUTTER
LAG SCREWS TO FULLY
PENETRATE SUB FASCIA,
IF OTHER FASCIA, ADD 2" x 4"
PT FASCIA nd 12" LAG
BOLTS -112' INTO TRUSS
0.062"BACKING PLATE
TAILS -COUNTERSINK
ON INSIDE OF GUTTER
FLUSH. WHEN INSTALLING
12"LAG SCREWS.
PRE -DRILL W13/8" DRILL TO
PREVENT SPLITTING
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-3 SCALE: NTS
MEMBERSIZE EDGE"C"
2X4
12"
2X5
1"
2X6 - 2X10
1112"
FLASHING —\
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/(3) 010 x 112" SMS
1"x FASTEN TO EAVE RAIL
W/ # 10 x 11/2" SMS 6" FROM
UPRIGHT & 24" O.C.
(1) 1/2" DL4. x 212" THRU BOLT
W/ NYLOCK JAM NUT - IN LIEU
OF NYLOCK JUM NUT. JAM NUT
W/ THREADLOCKER MAY BE USED
INSTALLATION REQUIREMENTS :
BOLT IS TO BE INSTALLED AS TO -
NOT DAMAGE BASE MATERIAL
DO NOT OVER TIGHTEN.
2"x SMS BEAM
NOTCHED OVER UPRIGHT
(SEE A-1 FOR SIZE)
WOOD:
#10 x 3' WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C-
CONC.
1/4" DIA. x W CONCRETE
SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
(4) #10 x l l2" INTO
SCREW BOSS
x 2" HOLLOW SECTION
#10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
2" x HOLLOW SECTION CONC.
GIRT OR PURLIN 1/4" DIA. x 3" CONCRETE
SCREW ANCHOR, 6"
1" x 2" FROM GIRT & @ 24" O.C.
C-1 1X2 TO HOST STRUCTURE DETAIL
A-3 SCALE: NTS
Note - Orientation may be different.
via" anco_uan r_� iecor
2" x SMS UPRIGHT
(SEE A-1 FOR SIZE) NOTES:
1. SEETHE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
2. GUSSET DIMENSIONS AREA MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL
OR EXTERNAL
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4" C/C SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.
rD UPRIGHT TO BEAM CONNECTION
A_3 SCALE: NTS
kE TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
A-3 SCALE: NTS
GUSSET PLAT
PER ESERIES
DETAIL #2
DETAIL #1
.- SELF MATING
BEAM
CONTRACTOR TO INSTALL
(2) #14 x 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
CONTRACTOR SHALL RUN
1/4" THRU BOLT TO ATTACH
W/ NYLON WASHER &
STAINLESS STEEL NUT
H-3 ROOF BRACING CONNECTION DETAIL
A-3 SCALE: NTS
2 x PURLIN - NOTCH BOTTOM
FLANGE TO OVERLAP UPRIGHT
EAVE RAIL INTERNALLY SCREWED
THRU UPRIGHT WITH (3) #10 x 2" SMS
INTO SCREW BOSSES
1' x 2" x 0.044" OPEN BACK INTERNALY-
SCREW TO UPRIGHT Wl (2) #10 x 112"
SMS & FASTEN TO EAVE RAIL W/
#10 x 112" SMS SPACED 6" FROM
UPRIGHT AND AT 24" O.C.
1/8" x 2" x 7' 6063-T6 ALUMINUM STRAP,
WITH (2) #10 x 5/B" SMS EACH SIDE OF
BEAM
F SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE: NTS
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