HomeMy WebLinkAboutPOOL ENCLOSURE SPECIFICATIONS Design Parameters NOTE:THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES.DRAWING NOT TO W ao
1. Building Occupancy Category,Paragraph 1604.5 and Table 1604.5:Risk SCALE.USE DIMENSIONS GIVEN.CABLE BRACING MAY TERMINATE AT SLAB End!, nesign:New 24"x24"x24"D with(3)#5 bar each way,top and bottom E-dwa
Digitally
Category I. IN DIFFERENT LOCATION.MAINTAIN ANGLE PER DETAIL. ng(Typical U.N.O.) signed by
2. Basic Wind Speed,Table 1609C,State of Florida Debris Region& Basic Wind °. ° a
Speed,Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed, ° ° ° be a minimum 2,500 psi FIBERCRETE. Rebar31"lap splice.Use 3"
VULT=150 MPH \�\ \���\�������� rent edition of the FBC R401.4.1 or FBC 1806.2,soils testing is notEdward K
3. Exposure Category,Paragraph 1609.4.3:C �/�°4 4 a / �/A* Roske
�/\/\ sign using the presumptive bearing pressure of 1,500 psf. 1 d K
Applicable Codes,Regulation and Standards UJ
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Date:
1. The 7th Edition(2020)Florida Building Code,specifically Chapter 16 Structural \/ ° °° ° ' zDesign,Chapter 20 Aluminum,and Chapter 23 Wood. � 4 .4° °'/ / W2022.01 .14
2. AA ASM 35 and Specifications for Aluminum Structure,Part 1-A of the Aluminum \��/� ° MIN.MR P9 coN�RE E SCREEN
= ENCLOSURE FOOTER
Design Manual prepared by The Aluminum Association,Inc.Washington,D.C., ° :41,. a 16:1 0:49 �+t
2010 Edition ? W P C n+
3. ASCE 7-16 /\�/� "' -OJ�00�
CDGeneral Notes �� � �� �' �'P RF EMFN ORCT PER NOTES MAINTAIN EM
1. The contractor shall verify all dimensions prior to construction WIDTH PER NOTES I 3 CI-EAR O«ME,E 00v ..
E
2. All work shall comply with all local and regional ordinances. q
3. Any deviation from this plan shall be reviewed by the engineer of record and is NOTES,
subject t0 approval. 1.CONCRETE SLAB SHALL BE INSTALLED ONLY ON COMPACTED,WELL GRADED CLEAN SAND FILL.
2.CONCRETE SHALL BE PROPERLY AND ADEQUATELY CONSOLIDATED TO REMOVE ALL VOIDS IN BLOCK a0
CELLS AND AROUND REINFORCEMENT. C 9
3.REBAR SHALL HAVE A 31"LAP SPLICE USE 3'CHAIRS TO MAINTAIN 3-CLEARANCE FROM TH SOIL
Specifications 3"0.032"ALUM.SKIN 1-1-13 EPS FOAM W M
CORE PANEL ROOF.MINIMUM SLOPE
The following specifications are applicable to this projects: OF 1/4"PER FOOT,OR AS SHOWN IN
1. Where concrete specification are required,whether in the screen enclosure scope DIMENSIONS.(Roof:FL7561.1) M a
or not,by one or more regulatory agency,the following specifications are COLUMN FOOTING 2' 11 1" r h o ^o
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1,-ASTM C 150 0
1.1.2. Aggregate-Large Aggregate 3/4"max-ASTM C 33 � HOST �� X
/o
_ J
1.1.3. Air entraining+/-1 -ASTM C 2602-07-0 r0 zxz
-----MANZ
1.1.4. Water reducing agent-ASTM C 494 i � 1X2 -- -- - -- -- - -- ROOF OVERHANG -- CC!
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1.1.5. Clean Potable water 2x2 DJ UJ N MCI
1.1.6. Other admixture not permitted DJ-1 N m o
1.2. Metal accessories shall conform to: z o a w W -1 5.75
PFB
1.2.1. Reinforcing Bars-ASTM A615,grade 60 2X2 DJ m O w
1.2.2. Welded wire fabric-ASTM All 85 w cR o rn x ^^
1.3. Concrete slump at discharge per chute not less then 3"or more than 5". o s N z N o
X
Water added after batching is not permitted. I N
1.4. Prepare and place concrete per American Concrete Institute Manual of r N 3'-24" 13'-22" 3'-24" N Z
Standard Practice,Parts 1,2 and 3 including hot weather recommendations. m --� 2X9 SMB END BEAM(TYP) r'---
1.5. Moist cure or polyethylene curing required. , (NP) _I
1.6. Prior to placing concrete,treat the entire subsurface area for termites in \\ L NEW 4x4 L- -J o o
compliance with the FBC. m \ POST(TYP) 7 LU
1.7. All aluminum components embedded within concrete shall be coated with a m N N \\ cowMN R 3Ba i X N J y
bituminous paint or epoxy. \ FOOTINGJ 7 LI J v
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to D o \\ a)
6X6 W1.4/W1.4 WWF.
5.75 N 2X3 2X3 2X3 2X3 2X3 2X3 5.75
2. Aluminum extrusions shall be 6005 T5 Alloy. O PFB I a I PFB y
3. Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better Z I z I a lY
zinc plate to ASTM B633,or stainless steel series"300". < X I ry�� c-1 c-1 Rc.z z I N X a O
4. All Self Mating Beam Sections and PFB are to be stitched with either#14 screws N I 2 2 3 m I N N O C
6"from end 24"on center or#12 screws 6"from end 12"on center. j < X j j
5. Screened enclosures containing swimming pools shall comply with the applicable 5.75 2x3 2x3 2x3 2x3 2x3 2x3 l 5.75 }� EST
requirements of FBC R4501.17 and FBC 454.1.3.1.9. PFB / \ PFB 0 M
6. Door location shall be determined by contractor in the field. j \\ (a m M
7. When installing pavers over concrete slab or footing which are supporting N i tiI3 ^m �� m RC-1 ^m ^m m 2� \\ X � Y
aluminum members,such as continuous screen tracks or upright,the anchors i
Na Iris 3 0CL Na BR3 via \ N tp J O
must extend past the pavers and reach proper embedment into the underlying z \\ C d lL
foundation. 1x2 2X2 SNAP TYP ,` 0_ V
8. All flashingand waterproofing shall be provided b the contractor. 1" 1>> 1" 13'-0" �I 7'-0" 12'-0 Lv c a U
P 9 P Y k �'-74 G 6,'-74 '-74 G E'-74 4 4
9. Use of these plans acknowledges and accepts a limit of liability not to exceed 39'-7" ( + 9, 0„�
design and engineering fee. //�0� N M J
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph FRONT ELEVATION IEi O `O rn
Foundation Design:Existing 12"x12"Thickened Edge 4"Slab on Grade y a
d
Existing concrete.No additional concrete footing is required to resist the loads imposed o y
by the proposed construction if the existing footing is in sound condition,free from
structural cracking,spalling,or other deterioration. 1x2 TYP Q
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Roof Type Screen Size z mInm m m m
Full Mansard 18/14 "a N 11
o_ Iria 0a a a
ALUMINUM MEMBER DIMENSIONS 21 N
HOLLOW SECTIONS SELF MATING BEAM(SMB) OTHER SELF MATING BEAMS
2 x 2:2"x 2"x 0.046" 2 x 4 SMB: 2"x 4"x 0.044"x 0.100 3.75 PFB: 2"x 3.75 x 0.050" 2X3 2X3 2X3 2X3 2X3 2X3
2 x 3:2"x 3"x 0.050" 2 x 5 SMB: 2"x 5"x 0.050'x 0.100" 5.75 PFB: 2"x 5.75"x 0.055"
24:2"x4"x O.050• 2x6SMB: 2"x6"x 0.050"x 0.120" COLUMNS
2x 5:2"x5"x0.050" 2x7SMB: 2"x7"x O.057"x O.120" 3x3:3"x3"x O.125" iv 1X2 TYP SHEET
2xBSMB: 2"x8"x0.072"x0.124" 4x4:4"x4"x O.125"
OPEN BACK SECTIONS 2x 9 SMS: 2"x9"x0.072"x0.124" 6x6:6"x6"x0.125" 1111 71•.�.
1x2:1"x2:x0.040: 2X10SMB:2"x10"x0.092"xO.398" '-74 + 6'-74 6'-74 + 6'-74 4- 4
Ix 3:1"x 3' 0.045' MINIMUM FASTENER EDGE DISTANCE:1/2" KB:KNEE BRACE 39'-7"
SNAP SECTIONS MINIMUM FASTENER SPACING:3/4" RC:REC.CHANNEL
2 x2 Snap:2"x2"x0.045" CONCRETE SCREW ANCHOR: SHEET MATEL SCREWS(SMS): FRONT ELEVATION
2 x 3 Snap:2"x 3"x 0.050" SIMPSON TITEN HE OR EQUIVALENT ITW BUILDEX OR EQUIVALENT
2 x 4 Snap:2"x 4"x 0.045"
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***NOTE-NOT ALL DETAILS ARE USED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS*** y N
O N
Q' r
1/8"BRACKET CUT Note-Orientation may be different. `m w
FROM 1"x 5"ANGLE. 3 d
CONNECT WITH(9) 3/16"GUSSET Lu
W
#14 X 3/4"SMS
7" 1-1/4"x 5-5/8"x 1/8" PURLINS ATTACHED TO BEAM
ALUM.FLAT BAR. WITH(4)#10 x 1-1/2"SMS WITH
6063-T6 ALUM. WASHE INTO SCREW BOSSES.
O O O O O
° ° N #14 X 3/4"SMS @ 1-1/4"O.C.
O
O EVE RAIL ° G
N
O EYE BOLT FOR CABLE TENSION " c ..a PT2 x 2: cmd' 2"x2" 1/8"ANGLE WITH(2)#10x
O � 3/4"SMS IN EACH FLANGE,EACH 04
SIDE(TYP)
r
(2)3/8"DIA.x 3"EMBED OPTION 1: PURLIN/GIRT/CHAIR RAIL
CONCRETE SCREW ALTERNATE CONNECTION (4)#10 x 1-1/2"SMS INTO
ANCHOR SCREW BOSSES(TYP)
UPRIGHT 1/8"S.S.CABLE
00
1-1/4"x 5-5/8"x 1/8"ALUM.FLAT a 2' S W � d
DOUBLE BAR.WITH(2)3/8"DIA.CONCRETE -o 1
COMPRESSION ANCHORS.MIN.2-3/4"EMBEDMENT ^ M b d
SLEEVES
SNAP OR� � � � M '�
o• / SELF-MATING BEAM
ONLY =' ..N. O 7
wooD:
#10 x 3"WOOD SCREWS @ 6"FROM Z =
BRICK PAVERS MAY NOT ENDS&12"O.C.
BE PRESENT.ENSURE z p w CONIC
MIN.REQUIRED ANCHOR z LNOTES: 1/4"DIA.x 3"CONCRETE SCREW 4. "
EMBEDMENT INTO ° ; ° v 1. SEE THE NOTE BELOW FOR SCREWS SPACING.THE NUMBER OF SCREWS SHOWN ARE ANCHOR @ 6"FROM ENDS&24"O.C. w N d
CONCRETE \mow z FOR ILLUSTRATIVE PURPOSES.DO NOT COUNT SCREWS ON DRAWING. i E
° - M p 2. GUSSET DIMENSIONS AREA MINIMUM(2) REQ'D-(1)EA SIDE OF BEAM-MAY BE INTERNAL $
d`d d - a' awv OR EXTERNAL. Li d
FOUNDATION PER PLAN °. d d° 3. AS BEAM SIZE CHANGES,ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4"C/C SPACING. i+
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE. ry, �
V 4
TWr^^ 3
v1
BR-1 CABLE BRACING G-1 TYPICAL INTERNAL/EXTERAL GUSSET CONNECTION M-1 PURLIN/GIRT/0.13 TO HOST CONNECTION
2 SCALE:NTS 2 SCALE:NTS 2 SCALE:NTS
(1)1/2"DIA THRU BOLT WITH 1/8"x 2"x 2"ANGLE WITH N
2"x2"x1/8"ANGLE EA NYLOCK JAM NUT(JAM NUT WITH �(4)#14 x 3/4"SMS INTO GUSSET PLATE V
SIDE THREADLOCKER MAY BE USED,IN ® ® POST PER PLAN/DETAILS
LIEU).DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
FOR 2X2 AND 2X3 UPRIGHTS,USE RICK PAVERS MAY NOT
(4)#14 x 3/4"SMS INTO POST BE PRESENT.FOLLOW
ANCHOR MINIMUM Q
BRICK PAVERS.MAY NOT CONCRETE EMBEDMENT PURLIN m PURLIN O
BE PRESENT.ENSURE p O
MINIMUM CONCRETE Ci }� :a T
EMBEDMENT. _ zp z /1 a)
Ow
p V f�6 0 M
X ad Wa �W
�, (2)#14 X 2"SMS THRU BRACE INTO m 0)
z ® da' d - w �P�' BEAM THRU GUSSET PLATE LL
' Y 'i
MO
�U° TOP VIEW ° C m LL.
SIDE VIEW AT INTERMEDIATE UPRIGHT SIDE VIEW C) 11 M •�
FOUNDATION PER PLAN J PER PLAN L EL
® BRACE AT INTERMEDIATE JOINT O N o J
UPRIGHT PER PLAN ®O c� 1x2 O.B.ANCHORED TO '
X -CONCRETE WITH 1/4"DIA. O Lf) N
(1)3/8"DIA CONCRETE 1X2 O.B.ANCHORED TO CONCRETE ANCHOR(MIN.1-1/4" 1: LO
i
EMBED)@ 24
SCREW ANCHORS INTO WITH 1/4"DIA.CONCRETE SCREW "O.C.
ANCHOR @ 24"O.C.MAX
N O
EACH LEG \ N a
(4)#14 x 3/4"SMS INTO POST ' m
FOR CORNER CONNECTION ® w
4)#14 x 3/4"SMS INTO p �
FASTEN 1X2 WITH#12 x 3/4" X POST 04R.AlL
SMS @ 24"O.C. O 0VW
3/8"DIA.CONC. 0
ANCHOR.EMBED MIN. j®1X2 wUPRIGHT
a d
A
(4)#14 x 2"SMS THRU 1X2 J ---FOOTING.SEE PLAN FOR W DIA.THRU BOLT WITH NYLON
INTO POST FRONT VIEW DETAILS BRACE AT EAVE RAIL WASHER&STAINLESS STEEL NUT
FRONT VIEW TOP VIEW
AT CORNER SHEET
B-1 UPRIGHT TO FOUNDATION CONNECTION DJ-1 DOOR JAMB CONNECTION BR-3 ROOF BRACING
2 SCALE:NTS 2 SCALE:NTS 2 SCALE:NTS 2
d00
***NOTE-NOT ALL DETAILS ARE USED FOR THIS PROJECT.SEE PLAN FOR DETAIL CALL OUTS*** y N
O N
CL r
4t
W
3a
0.125"THICK"Z"BRACKET @ EACH BEAM/PURLIN.
ATTACHED BRACKET TO FASCIA W/3/8"x 3"LAGS(3 NOTE: W
PER BRACKET).ATTACH GUTTER TO FASCIA WITH (2)3/8"DIA.x 4"LAG SCREWS FOR
3/8"X 3"LAG @ 24"O.C.ELSEWHERE. SPANS GREATER THAN 30'-0"
1"X 2"OPEN BACK IS NOT NEEDED IF MEMBER SIZE EDGE"C"
GUTTER HAS SPLINE GROOVE. 2X4 1/2" BEAM NOTCHED
OVER UPRIGHT
OTHERWISE,CONNECT 1X2 TO 2X5 1"
BEAM/PURLIN WITH(2)#10 x 2-1/2"SMS
THRU BEAM/PURLIN INTO SCREW 2X6-2X10 11/2"
BOSSES.CONNECT 1X2 TO GUTTER NOTCH BOTTOM FLANGE OF N
WITH(1)#14 x 1-1/2"SMS @ 6"FROM FLASHING PURLIN TO OVERLAP UPRIGHT N
ENDS AND 24"O.C. N
r
EAVE RAIL INTERNALLY SCREW THRU EAVE RAIL O
SCREW THRU BEAM INTO INTO PURLIN SCREW
SCREW BOSSES WITH(3)#10 BOSSES WITH(2)#10 x 4"
x 1-1/2"SMS SMS
0 0 ATTACH 1X2 TO EAVE RAIL
0 0 WITH#14 x 1-1/2"SMS 6" ATTACH x 1 1/ EAVE RAIL
@ WITH#10 x 1-1/2"SMS @ 6" �^
@FqM FROM ENDS&24"O.C. FROM ENDS&24"O.C. ®® W
y N O, 1" 2"x 7"x 1/8"PLATE WITH(4)#14
(1)1/2"DIA.x 2-1/2"THRU +� y
0 MI x 3/4"SMS EACH SIDE OF BEAM ` eC
ONTRACTOR TO VERIFY FASCIA IS BOLT WITH NYLOCK JAM NUT. "O
2"x 2"x 1/8"x 2"ANGLE WITH(4 MINIMUM OF 2"x 4".IF LESS,2"X 4" THREADLOCKER MAY BE
#14 x 3/4"SMS INTO BEAM/PURLIN PT SUB FASCIA SHALL BE PLACED USED ON NUT IN LIEU OF
AND(4)[(2)IF 1X2 IS SCREWED TO BEHIND EXISTING AND LAG LAG NYLOCK JAM NUT.DO NOT
BEAM USING SCREW BOSSES]#14 SCREWS SHALL BE LENGTHENED OVERTIGHTEN. UPRIGHT PER PLAN O O
X 3/4"SMS INTO 1X2 OR GUTTER). LSUPER GUTTER �p
( ) TO FULLY PENETRATE SUB FASCIA. •-+ �
REPEAT ON OTHER SIDE OF IF NO FASCIA IS EXISTING,ADD 2"x UPRIGHT.SEE PLAN W O b y
BEAM/PURLIN 4"PT FASCIA WITH 1/2"DIA.LAG FOR SIZE i �Q E
WHEN BEAM IS LARGER THAN GUTTER, .062"BACKING PLATE BOLTS,EMBEDDING 1-1/2"INTO C $
2 1/8"x 1 1/8"x 0.062"(MIN.)ALUM ON INSIDE OF GUTTER TRUSS TAILS.PRE-DRILL WITH 3/8" (� d
RECEIVING CHANNEL W/MIN.(2)#12 x DIA BIT TO PREVENT SPLITTING. rr��
3/4"SMS SHIM AS NECESSARY IF OTHER V1 y
THAN A PLUMB CUT FASCIA. u ,a
NOTE:BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
V1
RH-1 BEAM/PURLIN TO GUTTER CONNECTION RC-1 UPRIGHT TO BEAM CONNECTION RC-2 UPRIGHT TO PURLIN CONNECTION
3 SCALE:NTS 3 SCALE:NTS 3 SCALE:NTS
ANCHOR 1/4"LAGS, 4"FROM ENDS&18"O.C.MAX.1"MI y
ROOF BEAM/ #OF SCREWS LONGER THAN THE PANEL THICKENESS.W/ U
PURLIN SIZE IN EACH LEG NEOPRENE WASHER ON EACH LAG d
OF ANGLE
2X2-2X3,3.75 PFB 4 .125"THICK"Z"BRACKET @EACH BEAM/PURLIN. ". to
2X4-2X5,5.75 PFB 6 ATTACH BEAM TO STRUCTURAL GUTTER WITH(1) ., y
2X6-2X7 8 #10 x 11/2"SMS @ 18"O.C.AT GUTTER .. O
2X8-2X9 10 FLASHING-INSTALL UNDER EXISTING DRI O
EDGE
2X10 12 LASHING _. . .. O w
.: Lf)
ATTACH 1X2 TO ROOF BEAM WITH (2)#10 x #14 X 3/4"SMS @ 6"O.C.TOP AND BOTTOA�� ��E a a)
2"SMS INTERNAL INTO SCREW BOSSES 1/4"LAGS INTO BRACKET,4"FROM ENDS W/1-1/2"DIA.NEOPRENE WASHER TOP
(NOT SHOWN FOR CLARITY).ATTACH 1X2 TO &18"O.C.MAX.1"MIN LONGER THAN SCREWNLY i Q m
THE PANEL THICKENESS.W/NEOPRENE `wV
CARRIER BEAM WITH#14 x 1-1/2"SMS @ 6" 3"X 0.082 ALU '
FROM ENDS&24"O.C. WASHER ON EACH LAG RECEIVING CHANNEL W/ Y 'i
#12 X 3/4"TOP AND c O
BOTTOM AS END CAP ^++ OO O LL
V a V
L d
--COMPOSITE ROOF PANEL O
N M J
/� 'i M a+
OMPOSITE PANEL 1� _ N
1"X 1"X 1/8"ALUM ANGLE (2)1/4"DIA.X 3"LAG SCREWS @ 6"O.C. i
(2)3/8"DIA THRU BOLT W/(3)#14 X 3/4"SMS IN COMPOSITE PANEL SHIM AS NECESSARY IF y O
ATTACH BRACKET TO _ FLANGE INTO UPRIGHT. OTHER THAN A PLUMB N a
RECEIVING CHANNEL CUT FASCIA � d
GUTTER WITH(3)#14 X (BOTH SIDES OF UPRIGHT) i
1-1/2"SMS IF SCREEN WALL BENEAT
ROOF BEAM/ COMPOSITE ROOF,1"x 2"
SUPER GUTTER SCREW BOSSES INTO EAM.SEE PLAN SHEET WOOD: V
PURLIN PER PLAN W/(2)#10 x 2"SMS INTO Q
ATTACH ROOF BEAM/PURLIN TO UPRIGHT& 1 #14 X 2"SMS FOR MEMBER _
() INFORMATION (2)1/4"x 3"LAG SCREWS,6" N
CARRIER BEAM WITH 2"x 2"x 1/8" 6"FROM EACH SIDE OF '
x[DEPTH OF ROOF BEAM]LONG UPRIGHT&@ 24"O.C. .. .: FROM END&@ 16"O.C. p
ANGLE WITH#14 x 3/4"SMS.SEE CARRIER BEAM PER ` ` - (2)1/4"DIA.x 2 1/4" a
TABLE FOR QUANTITY OF CONCRETE
TO ACCEPT BEAM.SEE
SCREWS.(TYP EACH SIDE) PLAN NOTCH UPRIGHT OR POST----
OST SCREW ANCHOR,6"
PLAN SHEET FOR MEMBER FROM END&@ 16"O.C.
INFORMATION
NOTE:BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED SHEET
H-3 BEAM TO CARRY BEAM/GUTTER WITH COMPOSITE ROOF CR-O COMPOSITE ROOF TO BEAM CR-1 COMPOSITE ROOF TO HOST
3 SCALE:NTS 3 SCALE:NTS 3 SCALE:NTS 3