HomeMy WebLinkAboutSCREEN ENCLOSURE DETAILS4�
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 S Basic Wind
- Speed. Paragraph 1609.3.1. and Table, 1609,3.1. Equivalent Basic Wind Speed,
V aT=150 MPH --
Exposure Category. Paragraph 1609A.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
3r ASCE 7-10
General Notes:
1. The contractor shall verify all dimensions prior to construction
2. All work shall comply with all lowland 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 pmjects ;
1. Where concrete specification are required, whether in the wow enclowns scope
or not, by one or more regulatory agency, the following specifications am
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
I.I.I. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate - Large Aggregate 314' max -ASTM C 33
1.1.3. AG entraining +f-1%-ASTM C260
1d.4. 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:
12-1. Reinforcing Bars - ASTM A615, grade 60
1.2.2. Welded wire fabric-ASTM A185
1.3. Concrete slump at discharge per chute not less than 3' or more then 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 wre or polyethylene wring permitted.
1.6. Prior to placing concrete. treat the entire subsurface area for fannies in
compliance with the FBC.
1.7. Concrete shall be placed over polyethylene vapor harrier.
1.8. All aluminum components embedded within cenaete shall be waled with a
bituminous paint or epoxy.
2. Aluminum extrusions shag 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 412 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 mar concrete slab or footing which are supporting
aluminum members, such as continuous screen backs 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 gashing 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 8"x8' Folder and 4' Slab
Existing concrete. No additional concrete looting 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 Sae
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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
r�FS.
PLANS AND ALL PROPOSED WORK
JOJECT TO ANY CORRECTIONS
3ED BY FIELD INSPECTORS THAT
: IIECE82ARY IN ORDER TO
Y WITH ALL APPLICAKE CODES.
REVISIONS
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STATE
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BUILDING DIVISIO
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REVIEWED
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REVIEWED BY
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PLANS ND PER IT
MUST BE KEPT ON OB OR
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NO INSPECTION WI BE MADE
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"'NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS"*
REVISIONS
i/B'xYx2'E1(TRUOED (4)#14x3/4'SMS
_— _— ANGLE5052 H•32 ALi0Y 00 -- —.INTO POST
0 0
BRICK PAVERS
BONDED TO
z0
Hfus
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SLABIFOOTING •• _
SEE PLAN -,40! 4
SIDE VIEW
(4)#14 x TV SMS
-"-"
BRICK PAVERS. MAY NOT BE INTO POST
PRESENT. FOLLOW
(t)3�B'OW.CONCRETE
ANCHOR MINIMUM
SCREW ANCHORS
CONCRETEEMBEDMENT
(21000NC.EMBED)
1'z2'BASEPLATE
ANCHORED TO CONC W/ 1/4'
CONCRETE SCREW ANCHOR
(MIN.1 1/4'EMBED)
6' MA1( EACH SIDE OF POST
AND 24' O.C. MAX
,4
FRONT VIEW
DJ-1 DOOR JUMB TO CONCRETE WIPAVERS DETAIL
A-2 SCALE:NTS
TOP 8 BOTTOM RAILS. TYPICALLY
24'O.C.
1/B' x Y x Y EXTRU DED ANGLE 5G52
CORNER POST
H32ALLOYEACORNERW/(2).#14xY
EMS INTO POST S (1) 3'B' DW
CONCRETESCREWANCHORWO
CONCRETE
(2) #10 x 11Q' SMS
THRUSCREWBOSSES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
.,r
O w
CONCRETE EMBEDMENT
?
SLAB MTING
SEE RAN
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a o
�x
SIDEVIEW rvz
T4 CONCRETE POST W/ 1'
(4) ft14 x WV SMS BACKSIDE
INTO POST
3IB• x LENGTH AS REQUIRED
FOR 21/4' EMBED CONCRETE
SCREWANCHORINTO
CONCRETE
1' x Y BASE PLATE
ANCHORED TO CONCW11/4
CONCRETE SCREW ANCHOI
(MIN. 11/4-EMBED)
V MAX EACH SIDE OF POST
AND 24. O.C. MAX
u
a
FRONT VIEW
CP-1 CORNER POST TO CONCRETE WIPAVERS DETAIL
A-2 SCALE: NTS
910x 110 SMS
SCREW B01
SHA
SEEF-MATNG E
H-2 CABLE CONNECTION AT CORNER C PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE:NTS A_2 SCALE:NTS
lffi xYEIRRUDED—
ANGLE5052H.32ALLOY
EA SIDE
SLABIFOOTING G . SEE PLAN E �•
SIDE VIEW
(1)3W
SOM
(21/4'
BRICK
(1)1TC DIA THRU BOLT W/NYLOCK
JAM NUTON LIEU OF NYLOCK JAM
NUT. JAM NUTw1THREADLLOCKER
MAY BE USED
TIGHTENTO CONTACT. DO NOT
OVER TIGHTEN
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
ANCHOBEPLATE
ANCHORED TO CONC W/ 1/9'
SVIBIFOOTINO I• :'� ..I
SEE PLAN p� 4
� \ FRONT VIEW
/ B \2'x4.OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
p_7 /SCALE: NTS
DBL, COMPRESSION SLEEVES
BRICK PAVERS. MAY NOT BE
PRESENT.FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
SLAB/FOOTING
WEER SEE PLAN
-- I/B' SS. CABLE
_ 1114'xswx VWALUM.
-- --FLAT BAR:6IW6ALUM.W/
(2) 3W DIA. x 2 W
EMBEDMENTCONCRLTE
ANCHORS
e
We
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W A e
H-1 CABLE CONNECTION AT FOUNDATION
A_2 SCALE: NTS
W LAGS (3 PER BRACKET)AND (1) YB'
X 3' LAG ® 24' O.C. AT GUTTER
NOT NEEDED IF GLITTER HAS SPLINE
GROOVE. OTHERWISE, 1' x 2-x O.W'
OPEN BACK W/ (2) #10 x 21Z SMS
THRU SEAM INTO SCREW BOSSES
ALUM
(1)010z112'SMSB'
L°
O
VB'xYZYx YALUM.
ANGLE W/(4)#f4x3f4'
SMS EACH FLANGE
EACH SIDE OF BEAMJPURUN
MATING
ELEMENT
NOTE:
(2)SB' DN,,I ' LAG SCREWS FOR
SPANS GREATER THAN WG
BE
SCREWS PRE-DRIU-.oJB'
PREVENTSPLIITING
V \GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-2 SCALE:NTS
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REVISIONS
'•'NOTE -NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS—
G1 1X2 TO HOST STRUCTURE DETAIL
A-3 SCALE: NTS
V x20PEN BACK INTERNALLY
SCREWED TO BEAM W! (2) 010 x 2-
2'. r 1/5' ANGLE W/R)014 x WV-
0 0
0 0
ALUM RECWNG CHANNEL W!
(6) 914 x We SMS EACH FLANGE
1/4' x3-LAC SCREWS, W
FROM END 8 ® 24.O.C.
CONIC.
1W DIA. x 2IW CONCRETE
SCREWANCHOR,S'
FROM END & ® 24.O.C.
(3) VV x 3- LAG SCREWS, S'
FROM END & 0 2V O.C.
CONC.
(3)1/4' DA x 2 IlV CONCRETE
SCREWANCHOR,6-
FROM END & 024.O.C.
G-Z BEAM TO HOST STRUCTURE ATTACHMENT
A-3 SCALE: NTS
GUSSET PIATI
PER ESERIES
DETAIL#2
CONTRACTOR TO INSTALL
(2) #14 x2' SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
:TOR SHALL RUN
BOLTTOATTACH
I WASHER &
S STEEL NUT
DETAIL #1
rH-3 ROOF BRACING CONNECTION DETAIL
A-3 SCALE:NTS
ANGLE 5052 HM ALLOY
EACH SIDE
(1) 3M- DA CONCRETE
SCREWANCHORS EACH SIDE
(24M'CONCRETE
EMBEDMENT)
B-- COLUMN TO SLAB CONNECTION DETAIL
A-3 SCALE: NTS
OVER TIGHTEN
1/P LAGS, 4' FROM ENDS & 18' O.C. MAX. V MIN
LONGER THAN THE PANEL THICKENESS. W/
NEOPRENE WASHER ON EACH LAG
912 X WYTOP AND
BOTTOM AS END CAP
-1'X VX IW ALUM ANGLE
(2) 3/3' DIATHRU BOL W (3) 912 %W4' EMS EACH
SIDE
BCREEN WALL BENEA
ROOF, 1'x2' RY BEAM. SEE PLAN
W!(2) 910 x 2' EMS IMO SHEET FOR MEMBER
SCREW BOSSES INTO INFORMATION
RIGM & (1) 810 %2' SMS
6' FROM EACH SIDE OF
UPRIGHT&@24'O.
C.
UPRIGHT OR PORT. GE
LAN SHEEP FOR MEMBER
INFORIMTION�\
Ls\CARRY BEAM CONNECTION
A-3 SCALE: NTS
IF
FLASHING -INSTALL UNDER EXISTING DRIP
EDGE
3-X 0.062 EXTRUDED
(2) IM-CA X 3-LAG SCREWS 0 W O.CJ o
e
S-i COMPOSITE ROOF CONNECTION
A-3 SCALE: NTS
No.
A-3
"*NOTE - NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS•"
REVISIONS
NOTE:
(2) 3/B• DIA. THRU BOLTS FOR
6- WIDE x 0.12V T BRACKET@EACHSPANS GREATER THAN 30-0•
--SEAMATFACHEDTOBFAMW/W -- - - -- —
THRU BOLTS (3 PER BRACKET) AND (1)
#14 SMS ® 26. O.C. AT GUTTER
NOT NEEDED IF GUTTER HAS SPLINE
GROOVE. OTHERWISE, Vx 2'x 0.044'
OPEN BACK W1(2) 910 x 210 SUS
THRUSEAMINTOSCREWBOSSES
(1) #10 x 110 SMS 61
FROM BEAM AND 26 O.C.
O O
O O
MATING
ELEMENT
O
lM'x2•x2'x2•ALUM o 0
ANGLE',(4) 014x3/4•
SMS EACH FLANGE
SUPM
-
EACHSIDEOFBEAM/PURUN
x
WHENBEAWPURUNISLARGER
.06T BACKIN
GUTTER,21/Wx11/&'x0.06Y (MIN)
PLATE
ALUM RECENING CHANNEL W/MIN. (2)
ONINSIDEOF
#12x3/4'SMS
GUTTER
MEMBERSU!E EDGE•C
2X4 iR
2X5 1'
2X6-2X10 112'
FLASHING —
SAVE RAIL (SEEA-1 FOR SIZE)
INTERNALLY SCREW THRU BED
W43)910x llA SMS
V x FASTEN TO EAVE RAIL
NOT DAMAGE BASE MATERIAL
DO NOT OVERTIGHTEN.
WOOD:
OWOOSCREWS, 6'
FROM
D
GIRT 8 @ 12' O.C.
CONC.
l/VDIA.x7CONCRETE
SCREW ANCHOR,
FROM GIRT 8 024- O.C.
(4)#1Dx1VCINT0
x 2' HOLLOW SECTION
FROM GIRT & ®12. O.C.
GONG.
1/6' DM x 3- CONCRETE
SCREW ANCHOR, W
FROM GIRT& ®2V O.C.
C+-1 1X2 TO HOST STRUCTURE DETAIL
A-4 SCALE: NTS
Note - Orientation may be different
3/16'505240201JSSET� �#14 SIMS @ 11N'O.C.
Vx SMS BEAM
NOTCHED OVER UPRIGHT BFAMw/MIN (4) #10 x 11R'SMS
(SEEA-1 FOR SIZE) PLACE WASHER UNDER SCREW
INGUSSESTCORNER
yai
i
Tx SMS UPRIGHT
(SEE A-t FOR SIZE) NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ME
FOR ILLUSTRATIVE PURPOSES. DO NOT COUNT SCREWS ON DRAWING.
2. GUSSET DIMENSIONS AREA MINIMUM (2)RE00-(1) EA SIDE OF BEAM -MAY BE INTERNAL
OR EXTERNAL.
3. AS SEAM Sli!E CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN II/4-CC SPACING,
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE.
D UPRIGHT TO BEAM CONNECTION
A-4 SCALE:NTS
t \TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
A-4 SCALE: NTS
DETAIL #2
W/ NYLON WASHER &
STAINLESS STEEL NUT
DETAIL #1
H-3 ROOF BRACING CONNECTION DETAIL
A-4 SCALE:NTS
2x PURMN-NOTCH BOTTOM
FLANGETOOVERLAPUPRIGHT
EAVE RAIL INTERNALLY SCREWED
THRU UPRIGHT WRH (3) #10 x Y SMS
INTO SCREW BOSSES
l' x T x 0.044' OPEN BACK INTERNALY
SCREW TO UPRIGHT W/ (2) #10 x 1IW
SMS & FASTEN TO EAVE RAIL W/
#10 x 11 dSMS SPACED W FROM
UPRIGHTAND AT 24'O.C.
11W x 2' x r 6063-T6
WlTH(2)#1Dx59'I
F \SLOPED PURLIN CONNECTION DETAIL
A-4 SCALE:NTS
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