HomeMy WebLinkAboutSCREEN ENCLOSUREDesign Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category.
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 K
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 160
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
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 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.
I.S. 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.
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 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 Design: Existing Footer and 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 18114 MESH
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF MATING BEAM (SOME)
THE PORCH FACTORY BEAM (PFB)
2x2: 2"x Z"x0.046"
2X45MB: Yx4"x 0.044' x 0.100'
3.75 PFB: Z"x 3.75"x MOD"
2x3: 2'xr 0.050"
2YSSMB: 2"x5"x0.050'x0.101.
5.75PFB: 21x5.75"x0.059'
2 x 4: 2'x4' x 0.050"
2x66MB: 2"x 6"x 0.050"x 0.120"
6.75PFB: Y%6.76"x0.057"
2x 5: 2'x 61x 0.050'
2x7SMB: 2"x 7"x 0.057'x 0.120'
2X8SMB: Z"x 9'x 0.072'X 0.124"
KB: KNEE BRACE
OPEN BACK SECTIONS
2x 9 SMB: 2'X r X 0.072" X 0.124"
1 x2: 1'x Z"x 0.040".
2x 10 SMB: Z"X 10'X0.092' X 0.398"
1 x 3: 1' x 3' x 0.045"
MINIMUM FASTENER EDGE DISTANCE :12"
SNAP SECTIONS
MINIMUM FASTENER SPACING: 314'
2 X 2 Snap: 2"x Yx 0.046'
CONCRETE SCREWANCHOR:
SHEET MATEL SCREWS(SMS):
2 x 3 Snap: 2"x3'x0.050"
SIMPOSONTITENHOOR EQUIVALENT ITWBUILOEXOREQUIVALENT
2 x4 Snap: 2°x4"x 0.045"
8
2'-6"'-G"-
tr
1x2 (TYP)
W V
2x3 2x3
N
i
°e 1X2 ('YP)
} 7 -Fes'-6-
rt 37'
/
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
066
{-2'-6"
12'
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
REVISIONS
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REVISIONS
118'x 2" x 2" EXTRUDED
(4) #14 x 3/4'SMS
ANGLE 5052 H32 ALLOY
O O
INTO POST
O O
BRICK PAVERS
BONDED TO
CONCRETE
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SLABIFOOTING
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SEE PLAN •
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SIDE VIEW
2 x 2 DJ
(4) #14 x 314" SM5
BRICK PAVERS. MAY NOT BE INTO POST
(1) 318' DIA.CONCRETE
PRESENT. FOLLOW
SCREW ANCHORS
ANCHOR MINIMUM
(2 1/2" CONC. EMBED)
CONCRETE EMBEDMENT
P x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN.1 114" 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
CORNER POST
(2) #10 x 11/2" SMS
THRU SCREW BOSSES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETEEMBEDMENT
SLAB/FOOTING d •
SEE PLAN
(4) #14 x 3/4"
INTO POST
1" x 2° O.B. FASTENED TO CORNER
POST WI #12xl 1/2"SMS AT 6" FROM
TOP & BOTTOM RAILS. TYPICALLY
24" O.C.
118" x 2" x 2" EXTRUDED ANGLE 5052
H-32 ALLOY EA CORNER W/ (2).014 x 2"
SMS INTO POST & (1) 3/8" DIA.
CONCRETE SCREW ANCHOR INTO
CONCRETE
U W
U W
=M
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CONCRETE POST W/ 1"X2"
BACKSIDE
3/8" x LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
�— SCREW ANCHOR INTO
CONCRETE
1" x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 11/4' EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
• J f•
(9)01,
1/8" PLATE O
6063-T6 ALUI
EYE
CAE
�••�-2 CABLE CONNECTION AT CORNER
A-2 SCALE: NTS
118"X2"X2" EXTRUDED I (1) 1/2" DIA THRU BOLT w/NYLOCK
ANGLE 5052 H.32 ALLOY JAM NUT4N LIEU OF NYLOCK JAM
EA SIDE NUT. JAM NUT w/THREADLLOCKER
MAY BE USED
BRICK PAVERS TIGHTEN TO CONTACT. DO NOT
OVER TIGHTEN
SONDEDTO
CONCRETE
• BRICK PAVERS. MAY NOT BE
•. d' PRESENT. FOLLOW
• �•• ANCHOR MINIMUM
.� •• ' • •• CONCRETE EMBEDMENT
SLAB/FOOTING a . • f. • .
SEE PLAN •. • d
(1) 318" DIA CONCRETE
SCREW ANCHORS —
(21/4" CONC. EMBED)
BRICK
1"x2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" CONC. EMBED)
6°MAX EACH SIDE OF POST
DBL COMPRESSION SLEEVES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
SLABIFOOTING
SEE PLAN
1 1/4" x 5 518' x 1/8" ALUM.
FLAT BAR. 6063-T6 ALUM. WI
(2) 3/8"DIA. x 2 3/4'
EMBEDMENT CONCRETE
ANCHORS
1/8" S.S. CABLE
1 1/4" x 5 518" x 1/8° ALUM.
FLAT BAR.6063-T6 ALUM.
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(2) 3/8" DIA. x 3" EMBEE3--/ \—SLAB/FOOTING
CONC. SCREW ANCHOR SEE PLAN
�" 1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE: NTS
(4) #10 x 1 1/2" SMS
SCREW BOt
SNA
SELF -MATING E
AEMBER
•. SLABIFOOTING ' • ...I
SEE PLAN I E •• i T .• .
FRONT VIEW FRONT VIEW
CP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL B 2" x 4" OR LARGER UPRIGHT TO CONCRETE WIPAVERS DETAIL C PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE: NTS A-2 SCALE: NTS A_2 SCALE: NTS
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SHEET
A-2
- NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS" I REVISIONS
6" WIDE x 0.125° 'Z" BRACKET @ EAC V
NOTE:
BEAM ATTACHED TO FASCIA W/ 3!8" x (2) 3/8" DIA. x 41 LAG SCREWS FOR 6" WIDE x 0.125° °Z" BRACKET @ EAC 6" "Z" GUTTER BRACE
3" LAGS (3 PER BRACKET) AND (1) 3l8° SPANS GREATER THAN 30'-0" BEAM ATTACHED TO FASCIA W/ 3I8" x
X 3" LAG @ 24.O.C. AT GUTTER 3" LAGS (3 PER BRACKET) AND (1) 3/8°
X 3" LAG @ 24. O.C. AT GUTTER p
(1) 318° DIA. x 4' LAG (2) 318' x 3'
1" x 2' x 0.044" OPEN BACK NOT NEEDED IF GUTTER HAS SPLIN SCREW INTO EXISTING 0 LAG SCREWS
W/ (2) #10 x 212' SMS THRU GROOVE. OTHERWISE• 1"x 2" x 0.044° OVERHANG e
BEAM INTO SCREW BOSSES OPEN BACK W/ (2) #10 x 212"SMS OR RAFTER TAILMING O 6° "Z° Y
THRU BEAM INTO SCREW BOSSES GUTTER N121
(1) #tO x 112" SMS 6" 0 BRACE I� a
FROM BEAM AND 24" O.C. (1) #10 x l l2" SMS 6" r
FROM BEAM AND 24" O.C. F+'1
2" x 2"PURLIN DEPTH x 0.125"
ALUM ANGLE W/ (4) # 3/4" p�
SMS EACH FLANGE W/ O N
INTERNAL BACKING PLATES ot GUTTER ++ n O O u 00
O 0 00
MATING MATING ELEMENT W t b Z ;
ELEMENT 2" x 2' xl/8" x 2" ALUM. O O O O LIP r , c. W xi
e
OR TO VERIFY RECEIVING CHANNEL W/ �( Iwo
CIA- IF LESS (4)#14x518•SMS CONTRACTOR TO VERIFY 1/6°x2°x2°x2°ALUM. ° FASCIA, 2" X 4" 1-1f4" O.C. INTO BEAM 2" x 4° FASCIA- IF LESS E
O O EACH SIDE THAN 2° x 4" FASCIA, 2"X 4" 2"x 2°PURLIN DEPTH x 0.125"~ANGLEW/(4)#14x3l4" IA SHALL BE � t
5"SUPER SUB FASCIA SHALL BE ALUMANGLEW/(4)#3!4" 2°x 2"PURLIN DEPTH x 0.125"ER, LENGTHEN SMS EACH FLANGE GUTTER PLACED OVER, LENGTHEN SMS EACH FLANGE W/ EACH SIDE OF BEAM S TO FULLY i ALUM ANGLE WJ 4 # 3/4"ULAG SCREWS TO FULLY OPENETRATE SUB FASCIA, -� SMS EACH FLANGEW/
E SUB FASCIA, INTERNAL BACKING PLATES w
0.062' BACKING PLATE IF OTHER FASCIA, ADD 2" x 4" IF OTHER FASCIA, ADD 2' x 4" c7
PT FASCIA w/ 112' LAG uj INTERNAL BACKING PLATES
ON INSIDE OF GUTTER " PT FASCIA w/ 112LAG
BOLTS -11/2" INTO TRUSS Z
TAILS - COUNTERSINK 5" SUPER GUTTER BOLTS - 112" INTO TRUSS
2 1/S" x 1 1/8" x 0.082° (MIN.) FLUSH. WHEN INSTALLING TAILS - COUNTERSINK
ALUM RECEIVING CHANNEL 112" LAG SCREWS. FLUSH. WHEN INSTALLING
W/ MIN. (2) 012 x 3/4" SMS PRE -DRILL w/3/8° DRILL TO 1/2" LAG SCREWS.
PREVENT SPLITTING PRE -DRILL w/318" DRILL TO
PREVENT SPLITTING
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL G-1 GUTTER BRACE & PURLIN ATTACHMENT DETAIL A-4' MATING ELEMENT ATTACHMENT @ GUTTER CORNER DETAIL
A-3 SCALE: NTS A_3 SCALE: NTS A_3 SCALE: NTS W o
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FILL uO%OPY 0U) >
or�ab
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Note - Orientation may be different. J Q a 0
LL C L
3116" 5052-H32 GUSSET 1114 SMS @ 11/4" O.C. _ S Ol O
2 x 2" PURLIN- NOTCH BOTTOM Z l p 11
MEMBER SIZE EDGE "C" 2" x SMS BEAM 2" x PURLINS ATTACHED TO FLANGE TO OVERLAP UPRIGHT ■ ■ ■ O (� 4)2X4 12" NOTCHED OVER UPRIGHT BEAM w/MIN (4) 910 x 172" SMS W 2 x 3° x 1/8" 5052 - H32 / a eil •O
SEE A-1 FOR SIZE) PLACE WASHER UNDER SCREW �, a s ,rsr i ci yr, ANGLE EA SIDE OR J
2X5 1° ( ZE) F 09 ',�✓,i err �.r i i IiJ
IN GUSSEST CORNER ii �' rd�,�i 2 y
2X6 - 2X10 1112' ri i �%j 2 x 3" x 0.062" 5052 - H32
.�� '`�i�x �'����r"� RECEMNGCHANNEL p r U)
FLASHING �j�4ij�y�i/e $`s"+`�.e� ✓�0 y f1J
'/ 'lF ��'
2"x3°EXTRUSION C
O
(4) #12 x 3/4° EACH LEG ♦ ♦ V
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM"rG��/"'�i ��''��"l/cr,. O EACH SIDE -SCREWS SHALL
x x OPEN () NT NALY PRi BOTH PURLIN AND
W/(3)#10xll/2"SMS SCREWTO UPRIGHTW/2#10x11/2" U�A 0)
SMS & FASTEN TO EAVE RAIL W/ p
010 x 112" SMS SPACED 6" FROM
✓,,,�1%r �/, UPRIGHT AND AT 24° O.C.
1 ° x FASTEN TO SAVE RAIL
W/#10x112"SMS 6"FROM jj I
D .
UPRIGHT824'O.C. - '- NOTCH POST AS REQUIRED
FOR 2" x EAVE RAIL
(1) 1/2" DIA. x 21f2" THRU BOLT I I 0
W/ NYLOCK JAM NUT- IN LIEU \Y/ UPRIGHT p� rd�Ros�ke, p
OF NYLOCK JUM NUT. JAM NUT I 4
W/ THREADLOCKER MAY BE USED o
`- 2"x SMS UPRIGHT
(SEEA-1 FOR SIZE) NOTES:
INSTALLATION REQUIREMENTS: 1. SEETHE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
---------BOLTAS-TOBEINSTALLED'ASTO-=FOR-ILLUSTRATIVEPURPOSES.DO:NOT-COUNT-SCREWS ONE DRAWING. _ ---_- ------
NOT DAMAGE BASE MATERIAL 2. GUSSET DIMENSIONS AREA MINIMUM (2) REQ'D - (1) EA SIDE OF BEAM - MAY BE INTERNAL
DO NOT OVER TIGHTEN. OR EXTERNAL
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4" CJC SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.
UPRIGHT TO BEAM CONNECTION E TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
A-3 SCALE: NTS A_3 SCALE: NTS
F SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE: NTS
A-3
WOOD:
#10 x 3" WOOD SCREWS, 6-
FROM GIRT & @ 12" O.C.
CONC.
1/4" DUI, x 3' CONCRETE
SCREW ANCHOR, 6'
FROM GIRT & @ 24" O.C.
(4) #10 x 11/2" INTO
SCREW BOSS
2" HOLLOW SECTION
#10 x 3" WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
2" x HOLLOW SECTION CONC.
GIRT OR PURLIN 114" DUI. x 3" CONCRETE
SCREW ANCHOR, 6"
1°x2"
FROM GIRT & @ 24" O.C.
CA 1X2 TO HOST STRUCTURE DETAIL
A-4 SCALE:NTS
1" x 2" OPEN BACK INTERNALLY
SCREWED TO BEAM W/(2) #10 x 2" 1
2" x 2° 1/8"ANGLE W/ 2) — x 3!4' WOOD:
( 1/4" x 3" LAG SCREWS, 6"
INTO BEAM & #14 x 2" SELF FROM END & @ 24" O.C.
TAPPING SCREW INTO HEADER CONC.
114" DUI. x 2 114"CONCRETE
SCREW ANCHOR, 6"
FROM END & @ 24" O.C.
O O
O O
O O
WOOD:
(3)1/4" x 3" LAG SCREWS, 6"
T-
FROM END & @ 24" O.C.
CONC.
ROOF B
(3) 1/4" DUI. x 2 114"CONCRETE
SCREW ANCHOR, 6"
FROM END & @ 24" O.C.
1 1/2" x 2 1/8" x 0.062 6063•
ALUM RECEIVING CHANNEL W/
i) #14 x 314" SMS EACH FLANGE
rG-
G'2 BEAM TO HOST STRUCTURE ATTACHMENT
A-4 SCALE: NTS
GUSSET PLATE —,,,,,,,,,SELF MATING 1 "
PER ESERIESBEAM
A-i le
PURLIN t,
DETAIL #2
r 4
CONTRACTOR TO IIJ$TALL(
(2) #14 x 2" SMS TH RILE
INTO BEAM THRU GUSSE
PLATE M
/. 4"
�H
CONTRACTOR SHALL RUN
1/4" THRU BOLT TO ATTACH
W/ NYLON WASHER &
STAINLESS STEEL NUT
H'3 ROOF BRACING CONNECTION DETAIL
Ate, SCALE:NTS
2" x 2' x 1/8" x EAVE BEAM DEPTH
INTERNAL'ALUM RECEIVING
CHANNEL W/ (4) #14 x 3W EACH
FLANGE
6063-T6 ALUMINUM 1 1/2" x 16" x 0.125"
ALUM STRAP W/ (5) #14 x 3/4" IN BOTH
CARRIER BEAM AND POST EACH SIDE
1" x 2" O.B. ATTACHED
EACH SIDE OF POST W/
#12x11/2"SMS 6"
FROM BOTTOM AND 24"
O.C.
CARRIER BEAM PER
NOTCH UPRIGHTAROUND
CARRIER BEAM
O O O O
1"x2" FASTEN TO CARRIER
BEAM WI 910 x 1 V2"
O O P O O SPACED 6" FROM END AND
@ 24" O.C.
O O
O O
CARRIER BEAM PER
�2" x 2" x 1/8" x ROOF BEAM DEPTH
NOTCH UPRIGHT AROUN ALUM ANGLE EACH SIDE OF
CARRIER -BEAM - - - - UPRIGRT-WF(8)dN4rW4"EACH:LE
EACH SIDE
"x 2" FASTEN TO CARRIER 063•T6 ALUM POST
BEAM W/ #10 x 1 1/2" PER PLAN
PACED 6" FROM END AND
1
S
@ 24" O.C.
D-2
ROOF BRACING CONNECTION DETAIL
A-4
SCALE:NTS
DETAIL AT CORNER (PLAN VIEW)
S CARRIER BEAM CONNECTION
14-4 SCALE:NTS
1"x 2" O.D. ATTACH TO UPRIGHT
WITH (2) #10 x 21/2" SMS THRU
UPRIGHT INTO SCREW BOSSES
PLUS #10 x 1 1/2" SMS 6" FROM
EACH SIDE OF UPRIGHT AND
TYPICAL AT 24" O.C. MAX
6063•T6 ALUM POST
PER PLAN
2" x 2" x 1/8' x ROOF BEAM DEPTH
ALUM ANGLE EACH SIDE OF
UPRIGHT W/ (8) 014 x 3/4" EACH LEG
EACH SIDE
6063-T6 ALUM POST
PER PLAN
�-fROOF BEAM TO UPRIGHT CONNECTION
�i-4 SCALE: NTS
REVISIONS
No.
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