HomeMy WebLinkAboutPOOL ENCLOSURE PLANSNOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
Design Parameters SCALE USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region 8 Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VmT=160 MPH
3. Exposure Category, Paragraph 1609.4.3: C
Applicable Codes, Regulation and Standards
1. The Gin 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. ASCE7-10
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 projects:
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the fallowing 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 - Largo Aggregate 3(4' max -ASTM C 33
1.1.3. Air entraining +1- 1 %-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
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars-ASTM A615, grade 60
1.2.2. Welded wire fabric -ASTM At B5
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 o1
Standard Practice, Parts 1, 2 and 3 including hot weather recommendation
1.5. Moist are or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. Ali aluminum components embedded within concrete shall be mated with e
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 W1.4fW1.4 WWF.
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 "30T.
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 instalfiing pavers over concrete slab or footing which are supporting
aluminum members, such as continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. All flashing and waterproofing shall be provided by the contractor.
S. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: Existing 8"x8" Thlckend Edge 4" Slab on Grade
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, spalling, or other deterioration.
Roof Type Screen Size
Full Mansard 18114
HOLLOW6EC➢ON6
2x2 TZTY0.04S
I QoLr"'"
2x4SMe'.
2[3: T[0' 0.05P
2%S 6M6
2x4 Tx4'x e_
2x66Ma'.
2z6: Tz6'z0cs
2Y76M6Me8:
23B
OPEN BAsECT10Ns
2zO6Me :
T6.Od
1z21'z [P
2z 106MF
1pi 1'z Y[6WS
.............
r:w, +W I CONCRETE SCREWANCHOR f SMEETMMTELSCREWS ISMS):
TV Tz 0.0 SWP60N TI HD OR E0UNALENT MN BULL➢EX OR EOUWA T
Tz4-x eO4S
— T-8"
9'-2" —
3' 0.024-ALUM. SMN 1-113 EPS
FOAM CORE PANELS.
(Fi-illl 5.1)
Y-Or"
i
GUTrERATrACHMENT
2X9 SMB END BEAM \\ i
4�
2X2
6'-6"
2X2
2X2 I 2X2
6'-6" 1 6'-6"
HOST
ROOF OVERHANG \' %
\�
1
r
Z2X2 I
>>a I
D C I
X i
1'
2X2 I
� I t
"I
rn �I
I
! l
SCANNED
BY
St. Lucie County
26'-0• C cm,1
C- R- H- G 01 r
2 4 9 c
3 2X9 SMB CARRIER BEAM O in
d N
- - - - - - - - - - - - - - - - - - - — DILL.
C
V) K
Lo
C®'�/Ir Iw�� ,� y N tM
zz
1X2 (TYP)
26'-0" I 3,-0 co 29'•0°
SHEET
1
MB°
FROM
1-1)4'x 6&rx 118°
ALUM. FLAT BAR.
6065-TSALUM.
EVE RAIL
EYE SOLT FOR CABLE TENSION
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
MIN. REQUIRED ANCHOR
EMBEDMENT INTO
CONCRETE
(2) BI8• DIA. x T EMBED
CONCRETE SCREW
ANCHOR
110"S.S.CABLE
1-1Wx5 vx IWALUM. FLAT
BAR. WITH (2) SIB° DIA. CONCRETE
ANCHORS. MIN. 24I?V EMBEDMENT
tBR-1 CABLE BRACING
2 SCALE:NTS
2'YNIM'ANGLE EA
SIDE
J
44 G.
(1) M' Ow CONCRETE
SCREW ANCHORS INTO
EACH LEG
(4) 914x WC SMS INTO POST
BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
J tUPP,��
TOP VIEW
AT INTERMEDIATEOUNDATION PER PLAN
UPRIGHT PER PLAN
IX 0.B. ANCHORED TO CONCRETE
WITH 1IP DIA. CONCRETE SCREW
ANCHOR ®24° O.C. MAX
(4) 014 x 314° SMS INTO POST
FOR CORNER CONNECTIONO
FASTENI%2SIP X
SMS ,@ 24'l24° OZ.
'` 01X2 UPRIGHT
(4)614 x2 SMS THRU IX2
"TOPOST TOPVIEW
FRONT VIEW AT CORNER
pSCALB-1 UPRIGHT TO FOUNDATION CONNECTION
2
E:NTS
tt � pppOpO� 00p0 Note - Orientation may be different. E ILlpp •y®1f�00��
3116'GUSSET
DURUITH M TT ACHED TO BEAM
WITH
WASHE INTO SCREW BOSSES. c ® J W OO
°+ 014 X 3I4'SMS @IAM'O.C. O
2
���� iii�.✓ - ___ _
PTION
XlPSIDSMYP) EACHFLA GEZEACH OOAOOB®�aa0000 ���6��ppppppp�
(4 SCREW BOSSES
SCREW BOSSES (IYP)
n- T
BNAPOR G A
SELF-MATNG BEAM •� 9
ONLY
WOOD: F�
$10 z 3' W000 BCREWD S 6I FROM
ENDS 81C O.C.
CONIC. W Q In z
NOTES:FOR THE OF ANCHOR
FROM ENDS
SCREW y m E
i. SEE THE LUSTRA IVE PURPOSES,
POSES, DO NOT
SCREWS ON DRAWING.
SHOWN ARE ANCHOR@6'FROM END38 24'O.C. W O N u
FORILLUSTRATIVEDIMENSIONS
SARM MI DONOT COUNT-(1)MSON OF BEAM, .. Q CO
2 OR EX DIMENBIONS AREA MINIMUM (2) REQTI-(1)EA SIDE OF BEAM-MAV BE INTERNAL m O o
OR EXTERNAL coo y
S. AS SUBSAM SIZE ET
REMAIN
OOR NSTANTSUBTRACT SCREWS HANGET MATAN CHBE 'CICSPACING. (� '1�+ i $
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAMSIZE.
U
G-1 TYPICAL INTERNAUEXTERAL GUSSET CONNECTION M-1 PURLIN / GIRT! O.B TO HOST CONNECTION
2 SCALE:NTS 2 SCALE:NTS
/8°x2'x 2'ANGLE WITH
(4) i14 x &P SMS INTO GUSSET PLATE
O O POST
O O
PERPIAN/DETAILS
RICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETEEMBEDMENT PURLIN m PURLIN V
41
ti e 3 D 7 O
t!
e I '.e � • �w pp' (2) SMS INTO
BPM THRU GUSSET PLATE •�4) 4)
m .�
.� ry 0 LL •`
� w m o
SIDE VIEW 00
J PER PLAN
c----OCmNG,SEEPLANFOR
O.B. ANCHORED TO BRACE AT INTERMEDIATEONCRETE WITH iN°DA / �F Z E
NCHOR (MIN. 1-11V v Q C-)
MBED)®24°O.C.�O11O0 i4)$14x6ICSMSINTOOOSTO 'MA% 0�) SIB° DIA CONC,NCHOR. EMBED MIN.
-V2°
EAVERAIL
114-DIA THRU BOLTWII INYLON
NVIEW DETAILS BRACE AT EAVE RAIL WASHER B STAINLESS STEEL NUT
SHEET
t
DOORJAMB CONNECTION BR-3 ROOFBRACING
SCALE:NTS t SCALE:NTS
0.125" THICK T BRACKET ® EACH BEAMIPURUN.
ATTACHED BRACKET TO FASCIA Wl='x 3- LAGS (3
PER BRACKET). ATTACH GUTTER TO FASCIA WITH
M' X 3' LAG ® 24' O.C. ELSEWHERE.
GUTTER HAS SPLINE GROOVE
OTHERWISE, CONNECT 1X2 TO
BEAMIPURUN WNH (2) C10 x 2-1/F SMS
THRU SEAMIPURUN INTO SCREW
BOSSES. CONNECT 1X2 TO GUTTER
WITH (1) 614 x 1-1R' SMS ® 6' FROM
ENDSAND24"O.C.
L°
O
PDRgNpR
AND (4) [(2) IF 1M IS SCREWED TO
BEAM USING SCREW BOWES]#14
X 314' SMS INTO 1X2 (OR GUTTER).
REPEAT ON OTHER SIDE OF
BEAMMURUN
WHEN BEAM IS LARGER THAN GUTTER;
2118'x 1118- x OA62'(MIN.) ALUM
RECEIVING CHANNEL WI MIN. (2) $12 x
X1 SMS
NOTE:
(2) m" DIA. x 4' LAG SCREWS FOR
SPANS GREATER THAN 30'W
3GLi31
0.052-BACIONGPLATE
ON INSIDE OF GUTTER
CONTRACTOR TO VERIFY FASCIA IS
MINIMUM OF 2'. 4'. IF LESS, TX 4'
PT SUB FASCIA SHALL BE PLACED
BEHIND EXISTING AND LAG LAG
SCREWSSHALLBELENGTHENED
TO FULLY PENETRATE SUB FASCIA
IF NO FASCIA IS EXISTING, ADD T.
4- PT FASCIA WITH 1/2" DIA. LAG
BOLTS, EMBEDDING 1-112-INTO
TRUSS TAILS. PREDRILL MATH 3IB'
DIABMTO PREVENTSPLIITING.
SHIM AS NECESSARY IF OTHER
THAN A PLUMB CUT FASCIA -
NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
RH-1 BEAM/PURLIN TO GUTTER CONNECTION
3 SCALE:NTS
THRU
(1) 610 x I IW SMS 6' FROM
V8-x 2' x2' x 2'ALUM. ANGLE W/ (4) C14x W4"
SMS EACH FLANGE EACH SIDE OF BEAM
o O
O O
BEAM PER PLAN
21Vx 111W x 0.062' (MIN.)
ALUM RECEMNG CHANNEL
W/ MIN. (2) d12 xXe SMS
NOT NEEDED IF GUTTER HAS SPLINE
GROOVE OTHERWISE, 1• x 2• x 0.094" OPEN
BACK W/ (2) MO x 21W SMS THRU BEAM IWO
SCREW BOSSES
V WIDEx 0.125" 2 BRACKET Q EACH BEAM
ATTACHED TO FASCIA W/ SR• x 3" LAGS (3 PER
BRACKET) AND (1) WB• X 3- LAG 024" O.C. AT
GUTTER
#10 x 14Q• SMS 6" FROM ENDS AND 24' O.C.
4" FROM ENDS 818.O.C. MAX
.R THAN THE PANEL THICKENE
ENE WASHER ON EACH LAG
BOTTOM AS END CAP
tNOTE BEAM ORIENTATION MAY BE DIFFEREW THAN ILLUSTRATED
_H-3 BEAM TO CARRY BEAM / GUTTER WITH COMPOSITE ROOF
3 SCALE: NTS
ATTACH INSIDE FACE OF BEAM WITH
COLUMN USING 2' x 2" x 118• x BEAM
DEPTH LONG ANGLE WITH (8) 914 x 3/4'
SMS EACH LEG.
COLUMN PER PLAN. NOTCH COLUMN -
TO ACCEPT CARRIER BEAM
1-Mw x 16-x 0.125• AWM STRAP ON
OUTSIDE WTH (5) 514 x W1 IN BOTH
CARRIER BEAM AND POST EACH SIDE.
(10TOTAL)
1-x2.O.B. ATTACHED -
EACH SIDE OF POST
WITH 912 x 1-1/2-SMS
® 6• FROM BOTTOM
AND 24' O.C.
H'x 2- DO. ATTACH TO UPRIGHT
WITH (2) #10 x 21I' SMS THRU
UPRIGHT INTO SCREW BOSSES
PLUS510xl I2 SMS6'FROM
EACH SIDE OF UPRIGHTAND
TYPICALAT 24- O.C. MAX
NOTE: IGNORE V X 2' O.B. AND CONNECTION IF SCREEN ISN'T BEING INSTALLED
C -4 CARRIER BEAM TO COLUMN CONNECTION
3 SCALE:NTS
2' x2' 1/8• x 2- LONG ANGLE YJfTH
(2) 412x 1-lW SMS INTO POST S (1)
W8' DIA X2-12 CONCRETE SCREW
ANCHOR INTO UNCRACKEO
CONCRETE (HOLE DEPTH=3 lMj
i'xT O.B.
TP9LE •A•
tatArslm
Cobmn Sve �rnsm
B%T 1
axa x
8X8 3
COLUMN
{i) M' DIA THRU BOLTS IN COLUMN
ANDINTERNALANGLES.
-2• x2' x 1/4" (LENGTH= INTERIOR OF
WIDTH OF COLUMN)ANGLE WITH XW
DIA CONCRETE SCREW ANCHORS (BE
TABLE W FOR QUANTITY) MIN 2-12
INTO UNCRACKED CONCRETE (HOLE
DEPTH . (2) 3le"DIA BOLTS
THRUCOLUMNLUMN
r O.B. AT CORNER POST
NOTE: OMIT MIF NO PROPOSED SCREEN. AT CENTER POST
B-3 POST TO FOUNDATION INTERNAL CONNECTION
3 SCALE:NTS
NOTCH BOTTOM FLANGE O'
PURLIN TO OVERLAP UPRIGH
SCREW THRU EAVE RAIL
IWO PURUN SCREW
BOSSES WITH (2) C10 x 4'
SMS
ATTACH 1X TO EAVE RAIL
VMTH 010 x 1-VT SMS ® 6.
FROM ENDS S 24' O.C.
2• x T"x lW PLATE VMTH (4) H1
x We SMS EACH SIDE OF BEM
UPRIGHT PER PLAI
C+-2 UPRIGHT TO PURLIN CONNECTION
3 SCALE:NTS
PLAN VIEW
ATTACH IM TO ROOF BEAM
WITH (2)010x2•SMS
INTERNAL INTO SCREW
B0. SES (NOT SHOWN FOR
CLARITY). ATTACH 1X2 TO
CARRIER BEAM WITH 914 x
1-IW SMS @ 6• FROM ENDS
& M• O.C.
CARRIER BEAM PER
PLAN
ANCHOR
BEAM /PURUN
*OFSCREWS
SME
IN EACH LEG
OFANGLE
2X2-2X3
4
2X4-M5
6
2X6-2XT
8
2X8-M9
10
2X10
12
ROOF BEAM
PURLIN PER PLAN
I]� ` ATTACH ROOF BEAM /
••LLB=JJ- J„J---„ILLIIIIIIIIIIIIIII PURLIN TO CARRIER BEAM
WITH rOF 2'x MIL [DEPTH
OF ANGLEI BEAMI LONG
SEE TABLET R x3/4'SMS.
BEE TABLE FOR pUAW1TY
OF SCREWS. (TYP EACH
SECTION VIEW SIDE)
a®o^
NOTE: BEAM ORIENTATION MAY BE DIFFERENTTHAN ILLUSTRATED
C-5 CARRIER BEAM TO ROOF BEAM / PURLIN CONNECTION
Z / SCALE:NTS
a
SHEET
3
(2) 18- DIATHRU BOLTS
W/ (3) 013 X 3/4' SMS IN
FLANGE INTO UPRIGHT.
IF SCREEN WALL BENEA
(BOTH SIDES OF UPRIGHT)
COMPOSITE ROOF, 1' xY
W/(2)010x2'SMSINTO
SCREW BOSSES INN
EAM.8EE PLAN SHEET
UPRIGHTS (1) 814 X Y SMS
FOR MEMBER
W FROM EACH SIDE OF
INFORMATION
UPRIGHT& @ 24.O.C.
PL N SHEETFOR MEMBER
INFORMATION
iCR-0 COMPOSITE ROOF TO BEAM
4 SCALE: NTS
NOTE: IGNORE 1' X 2' O.B. AND CONNECTION IF SCREEN ISNT BEING INSTALLED
HOST
1'x2' OPEN BACKINTERNALLY /
SCREWED, TO BEAM W/(2) 010xY
2'x 2'x tle'ANGLE W/(2)RI4z LAG SCREWS, 6'
Y4'INNBEAM8014z2'SELF� Vl-
FROENOB®CONCRTAPPING SCREW INN HEADER jFCON..
1/9' DIA. x 21/4' CONCRETE
SCREW ANCHOR, B'
FROM END & ®24.O.C.
0 0
0 0
0 0
RECEMNG CHANNEL WITH (6)
014 x XSMS EACH FLANGE
x 3-LAG SCREWS, 6'
END&®24'O.C.
(3)1/4' DIA. x 2 1/4'CONCRETE
SCREWANCHOR,W
FROM END &024'O.C.
NOTE: BEAM ORIENTATION MAYBE
H-2 SEAMTO HOSTCONNECTION
4 SCALE: NTS
FLASHING -INSTALL UNDER EXISTING DRIP
EDGE
014 XW/ SMS 0 W O.C. TOP AND BOTTOM
W/ 1-VY DIA. NEOPRENE WASHER ® TOP
SCREW ONLY
(2)1/4' DIA. X W LAG SCREWS
COMPOSITE
RECEIVING CF
tCR-1 COMPOSITE ROOF TO HOST
4 SCALE:NTS
CUT FASCIA
MM
(2)1/4- DIA. x 21/4'
CONCRETE
SCREW ANCHOR, 6'
FROM END & ®16. O.C.
6'
r
x
wg
C N
e �
t m
Z u
aarzS
W �O
rl a E e
�1 t
1/4' LAGS, 4- FROM ENDS & 18.O.C.
MAX 1' MIN LONGER THANTHE PANEL
THICIGENESS. W/ NEOPRENE WASHER
ON EACH LAG
0
Y
m
y Oi
T X 0.082 ALUMot
�_ 0) U
RECEIVINGCC 4x)
CHANNELW/012X x� toG
W4'TOPAND 0) 0)•00
BOTTOM AS END L •C
CAP N T IL
.128'THICKC BRACKET06FTO.C. y
ATTACH BRAKETTO FASCIA WITH W
x3- IAGS(3 PER BRACKET) AND TO V ci
GUTTER WITH We X 3'LA 024' Q CZi E
O.C. ��0......���
4� m Na
OF PANEL C \V'� �O S •o
tlya a
IEAM SEEP Cc
T FOR MEMBER
INFORMATION
R-1 COMPOSITE ROOF AND BEAM TO GUTTER CONNECTION
4
SCALE: NTS
SHEET
4