HomeMy WebLinkAboutSCREEN ENCLOSUREIUaYN1.1-I -9
Category,_ Paragraph 1604.5 and Table 1604.5: Risk
2. Basic Wind Speed, Table 16090, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VMT= 150 MPH
Exposure Category, Paragraph 1609A.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
1. The contractor shall verily all dimensions prior to construction
2. All work shall comply with all lowland regional ordinances.
3. Any de Aafion 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 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 314" max -ASTM C 33
1.1.3. Air entraining +/-1 k -ASTM C 260
1.1.4. Water reducing agent-ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
12. 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 perAmedcan 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 termites in
compliance with the FBC.
1.7. Concrete shag be placed over polyethylene vapor barrier.
I.B. All aluminum components embedded within concrete shall 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 914 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 backs 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 a"xe" 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
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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
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+re'xz'xT EKTRUDED (I)H4z014'SMS
ANGLE 6053 HJ3ALLOY O 0 INTO POST
O 0
BRICK PAVERS�
q 0
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SLABMFOOTING ' : • w
SE PLAN d '•d ���
d w
SIDE VIEW
BRICK PAVERS. MAY NOT BE INTO POST
PRESENT. FOLLOW
(1) M' DIA.CONCRETE
ANCHOR MINIMUM
SCREW ANCHORS
CONCRETE EMBEDMENT
(21R' CONC. EMBED)
1'x 3' BASE PLATE IF -
ANCHORED TO WHO W 114'
CONCRETE SCREWANCHOR
(MIN.I IW EMBED)
6' MAX EACH SIDE OF POST
AND 24O.C. MAX
"
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a
1 a `
e.:
FRONT VIEW
6J DOOR JUMB TO CONCRETE WIPAVERS DETAIL
A-2 SCALE: NTS
(0) M
1M'PLATE C
606YT6 ALU
EYI
CAI
H-2 CABLE CONNECTION AT CORNER
A-2 SCALE:NTS
1' x2' 03. FASTENED TO CORNER
POW W1012x1IW EMS AT6' FROM 1/BOO'%2' EMRUDED TOP & BOTTOM RAILS. TYPICALLY
24' O.C. ANGLE 5053 H.02 ALLOY
EA SIDE
IM'x2-s 2-EMRUDED ANGLE 5052
CORNER POST Ha2ALLOYEACORNERWML#I4x2' BRICKPAVERS
SIAS INTO POST & (1) 0R- DIA
CONCRETESCREWANCHORINTO
CONCRETE
BONDED TO
(2)010xllM'SMS CONCRETE Li
THRU SCREWBOSSES
. A.
02 d<
CK PAVERS. MAY NOT BE
PRESENT. FOLLOW o � ' i.
ANCHOR MINIMUM O w
CONCRETE EMBEDMENT BEE PFIANTING d . - • d ••
S EPLLANTING d • k_ SIDEVIEW
SIDE VIEW r
�Z �Y CONCRETE POST W/ 1•X2-@ '
I BACKSIDE
INTO
SMS SCREW
INCONCRETE
INTO POST S 1IV CONCHORB UPRIGH
Bre'x LENGTH AS REQUIRED (2114' CONC. EMBED)
FOR21WEMBEDCONCRWE
SCREWANCHOR
ANCHOR IMO
CONCRETE
1' x 2- BASE PLATE
rl
ANCHORED TO CONC W 1/4-
CONCRETESCREWANCHOR
(MIN.11/PEMBED)
B-MAXEACHSIDEOFPOST
AND24• o.c. Max
d•
' d .
FRONT VIEW
CP-1 CORNER POST TO CONCRETE WPAVERS DETAIL
A-2 SCALE: NTS
BRICK
(1)IWDUITHRUBOLTV LOCK
JAM NUT4N LIEU OF NYLOCKJAM
NUT. JAM NUT WTHREADLLOCKER
MAYBE USED
TIGHTEN TO CONTACT. DO NOT
OVER TIGHTEN
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
iWBASEPLATE
ANCHORED TO C(
CONCRETE SORE
(MIN. 111V CONC.
,EE PI DOTING
SELAN G�4'
/� FRONTVIEW
B \2" x 4" OR LARGER UPRIGHTTO CONCRETE WIPAVERS DETAIL
p_7,)SCALE: NTS
DBL COMPRESSION SLEEVES
BRICK PAVERS. MAY NOT BE
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
SLABIFOOTING
SEE PLAN
(4) 010 x 1
Be
SELF -
1re•s.s. G1BLE
1 lWx S SR' x lM'ALUM.
FLAT BAR.6()tl TWALUM. W
(2) Sre' DIA, x 2514'
EMBEDMENTCONCRETE
ANCHORS
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SEE PLAN
H-1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE:NTS
NOV 2 @ `'918
5T. Lucle County, Pan
(�PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE: NTS
Wl
REVISIONS
T.rIl
A-2
REVISIONS
--'NOTE- NOT ALL DETAILS ARE USED FOR THIS.PROJECT_SEE PLAN. FOR DETAIL -CALL .OUTS"-
6'WIDE x 0.12S T BRACKET®EAC
NOTE:
GUSSET PLATE
SELF MATING
BEAM ATTACHED TO FASCIA W03M'x
(2)3A1'DIAxb°LAG SCREWS FOR
DST
PER ESERIES
BEAM
3- LAGS (GPER BRACKEI)AB'
SPANSGREATERTHAN00'4M
X&' IAO ®24' O.C. ATGVrTTGUTTER
NOT NEEDED IF GUTTER HAS GPUN
GROOVE OTHERWISE 1'z2'x 0.011'
OPEN BACK WI (2) ER x212' SMS
THRU BEAM INTO SCREW BOSSES
(1)#Iox112'SMS6
PURLIN
-- FROM BEAM AND 24- O.C.
'
CONTRACTOR TO INSTALL
(2) &14 x 2' SMS THRU BRACE
WOOD:
INTO BEAM THRU GUSSET
010 x 0' WOOD SCREWS, 8°
PLATE
FROM GIRT & ®12' O.C.
CG
I
DETAIL#2
11//4D'OIAx3'CONCRETE
SCREW ANCHOR, fi°
MATING
FROM GIRT & 02V O.C.
ELEMENT
(4) 610 x 112' INTO
LSMS
CONTRACTORTOVERIFY
SCREWBOSS
D
2'x P FASCIA -IF LEGS
I
U8';K2-xrx2-ALUM. 0 0
THAN2'x4'FASCIA,2'X4'
ANGLE W0 (4) &14 x WV
SUB FASCIA SHALL BE
EACH FLANGE
6"SUPER PLACED OVER, LENGTHEN
EACH SIDE OBPURN
GUTTER LAG SCREWS TO FULLYCONTRACTOR
PENETRATESUB FASCIA,
SHALLR
IF OTHER FASCIA, ADD Tx 4-
#10 x 0' WOOD SCREWS, V
1/4' THRU BOLT TO ATT
PTFASCM W 12'LAG
FROM GIRT & ®12. O.C.
W/NYLON WASHER&
BOLTS-112' INTO TRUSS
CONC.
STAINLESS STEEL NUT
WHEN BEAWPURUNIS IARGERT
.Ofi2'BACKING PWTE TAW - COUNTERSINK
TxHOLUDWSECTION
GIRT OR PURUN
IM'DIA.xWWWRETE
GUTTER, 21/8'x 1118-x 0.062'(MIN.)
ON INSIDE OF GUTTER FLUSH. WHEN INSTALLING
I
SCREWANCHOR.6-
ALUM RECWNG CHANNEL W/ MIN. (2)
12' LAG SCREWS.
FROM GIRT & ®24'O.C.
M2xV4' SMS
PRE-0RILL wT98' DRILL TO
I 1'x T
-
PREVENTSPUnING
DETAIL #1
1 GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-3 SCALE: NTS
MEMBER SIZE EDGE'C'
2X4
1R'
2X5
1'
2X5-2X10
112'
FLASHING
Oleo
SAVE RAIL (SEE A.1 FOR
SIZE)
INTERNA.LYSCREWTHRUBEM
W(B)RioxllWSMS
1'xFASTENTOSAVERAL
V010x112'SMS6FROM
UPRIGHT&24O.C.
(1) 12DAx212'THRU BOLT
WNYLOCKJAMNUT-INUEU
OFNYLOCKJUMNUT.JAMNUT
WTHREADLOCKERMAY
\1I'p
2'x SMS BEAN
'NOTCHED OVER OF
(SEEA-1 FOR SIZE)
INSTALLATION REQUIREMENTS: I
BOLT IS TO BE INSTALLED AS TO
NOT DAMAGE BASE MATERIAL
DSO NGGTT OVER TIGHTEN.
/ L7 UPRIGHT TO BEAM CONNECTION
A_3 /SCALE: NTS
C+-A 1X2 TO HOST STRUCTURE DETAIL
A-3 SCALE:NTS
Note - Orientation may be dfferent.
XIWW52-HNGUSSET� � 014 SMS ®1V4. O.C.
BEAM WMIN (4) 010 x 112-SMS
PLACE WASHER UNDER SCREW
INGUSSESTOORNER
Tx SMSUPRIGHT
(SEER-1 FOR SIZE) NOTES:
1.
SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR ILLUSTRATIVE PURPOSES. W NOT COUNT SCREWS ON DRAWING.
2.
GUSSET DIMENSIONS AREA MINIMUM (2) REOD-(1) EA SIDE OF BEAM - MAY BE INTERNAL
OR EXTERNAL
S.
EA AS BM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN I I/4'GC SPACING.
GUSSET LENGTHS REMAIN CONSTANTW WN5 CHANGE TO MATCH BEAM SIZE
//��\\4.
\TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
A-3
SCALE:NTS
H-3 ROOF BRACING CONNECTION DETAIL
A-3 SCALE: NTS
INTO
V x2-x 0.044'OPEN BACK INTERNALY-
SCREW TO UPRIGHT WO (2) V10 x 112'
SMS & FASTEN TO EAVE RAILW9
#10 x IIW SMS SPACED 6-FROM
UPRIGHTANDAT2P0.G
WITH (2)S10 x SM' SMS EACH SIDE OF
BEAM
NOY % 8 2018
ST. Lucie County, Permitting
SLOPED PURLIN CONNECTION DETAIL
CONNECTION DETAIL
A-3 SCALE: NTS
Rl
NO.
A-3