HomeMy WebLinkAboutPLANSDesign 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 8 Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VmT=150 MPH
3. Exposure Category, Paragraph 1609.4.3: C
Applicable Codes. Regulation and Standards
1. The 6th Edition (20M 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 150
1.1.2. Aggregate - Large Aggregate 3/4" max- ASTM C 33
1.1.3. Air entraining +/-1%-ASTM C260
1.1.4. Water reducing agent -ASTM C494
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 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 recommendatiam
1.5. Moist cure or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be mated with E
bdummous paint or epoxy.
1.8. Fiber reinforced Concrete per ASTSM C1116 is an acceptable alternative to
6X6 Wl.4/W1.4 WWF.
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 014 screw 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 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.
9. 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: New 8"Idi" (1 #5 bar Cont.) thickened edoe. 4" monolithic slab
Concrete shall be a minimum 2.500 psi FIBERCRETE. Rebar3l" lap splice. Use W
chairs. Per current edition of the Florida Building Code, Residential, Section 401.4.1,
soils testing is not required for design using the presumptive beading pressure of 1,500
psf.
Roof Type Screen Size
Composite 18/14
ALUMINUM MEMBER DIMENSIONS
HOLLOWSECTIONS
SELF MATING BEAM (6Ma1
2z2 Txr. "'RE
2x4SMB: Yx4"x0.049'x OdS'
2x3: rx8xo.O57'
'1xs SMB: rxszo05p•v0.t00'
2z4: Yx4... e,
2x8&MB: YZ Cz0.O5V x0.t2M
COWMN6
2x5: 2"x5'z0.05P
2z7SMB: Txrx0.0.5 0.12U'
2xasMB: YxS'X00o x0.t24"
2x a SMB: rx r z 0.O7 x0.124.
2 x 10 SMB: Tx10Y0,OHY x OJBS'
3x3:8xTx0.12S
4x4: 4•x4'x0.12s
6x&6'xe'x0.12S
OPEN BACK SEGTIONe
I x11"xYx0.04P
tx3: 1'x 3'x0.04S
MINIMUM FASTENER EDGE DISTANCE: IW KS: KNEE BRACE
MINIMUM FASTENER SPAONG: 314" NO REOCWWNEL
SNAPSECTIONS
2x251ap: YZPxO.WS
CONCRETESCREWANCHOR: SHEET MATES SCREWS ISMSI:
2x36rep: Px3'x&05O
SIMPSON TITER No OR FAUMALENT RWBUR➢Ex OREOUNAIENT
2x4Snav zx4"xo.o4s
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN AN
_
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2
Screen
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r
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IV)RMI S CEN tO�II W0.
Nm¢
1. WIrCl2lE SIAB SIWL BE 0b'rAllID ONLT ON WYPACIEO, tRl. gNDED LEAN 54W nLL
2 PFA MtPEM FDllgrl OF ME rrOWW BIRDBL EOOE N®FNIW. YC110N M1A.1, 50¢5161LW
6 NOT REWBaD N! OEG'JI USOb ME PMSUIPINE BFNtltD PRESAflE 6 1$W PSr.
S WNGEIE s BE FNOPfALr AtD ANgNRLr COISOIWFO TO RgLM NL lgPa' a BIOCK
SELLS ANp AROUND RR aMn.
A rani 9i4L WIVE A 31- 31' IAP Sn10E USE S OV➢6 i0 WMIMI 3' fdFNINCE FROM THE BCL
THICKENED EDGE SLAB ON GRADE
SCANNED
BY
St. Lucie Countv
P10-o6-20
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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C
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a
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SHEET
1
1
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
Category, Paragraph 1604.5 and Table 1604.5: Risk IN DIFFERENT LOCATION.
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region B Basic Wind
Speed, Pamgmph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLT=150 MPH
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 150
1.1.2. Aggregate - Large Aggregate 3/4" max - ASTM C 33
1.1.3. Air entraining+/- 1%-ASTM C 26D
1.1.4. Water reducing agent -ASTM C494
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 85
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 hotweather recommendation
1.5. Moist cure or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be coated with R
bituminous paint or epoxy.
I.B. Fiber reinforced concrete per ASTSM C1116 is an acceptable allemative to
6X6 WIAA/y1.4 WWF.
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 sedes "30W.
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24"tin center or #12 screws 6" from end 12" on center.
S. 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 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.
9. 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: New B"xB" (1 #5 bar ConLl thickened edge. 4" monolithic slab
Concrete shall be a minimum 2,500 psi FIBERCRETE. Rebar 3l" lap splice. Use 3"
chairs. Per current edition of the Florida Building Code, Residential, Section 401.4.1,
soils testing is not required for design using the presumptive bearing pressure of 1,500
psf.
Roof Type Screen Size
Composite 18114
HOLLAWSEC¶ONS
.I., MN I IN..t. I SMw
2xz: rxrx0.046'
2x4 sloe: rxa^xo.OW x11oP
,1.,2x]`x0.o5P
2x5gMd rx5'x O.MPx0.10O'
2x4: rxrx0.05P
2xg5Me: rx6'x0.050'x 0.12V
COLUMNS
2xg: rx5•xo.OSP
2x78Me: rxrm.O5rx0.1zP
2 xa sMa: rxg• x0.07z xo.1z4•
2xRSMe
]y]. ]•y3•x 0.1S
4xa: 4•xrxO.+Y^
OPEN BACK BECTONS
1xT 1'x Px0.01P
rxe•xo.07Yx0.124'
2x106Me: rxlP .09rx0.388•
gv46'x6'x 0.125`
1x3: 1"x Tx0.045'
MINIMUM FASTENER EDGE DISTANCE: III' KB:WEE
MINIMUMAECV0:34RC:REGItNNN
aNASECTIONS
2126nap: rxrx00P
COCRNSCREWANBSHEET MTEL (SMS) :
2x3SnrY 0.05'
2x45nn. Y.4x 0.04S
gIMP50N17ENHD OR EQUIVAEM 1W BVILOFx OR EQUWN
d 9 ..
9 d:,
a Y b.4
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w
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1. COIxAEIE SUB S M1 E rSGUID MY ON OOMPACIEO. eEIL CRUMB CLEAN SNg FILL
R. PER CUWaM EOIMN OF THE FIORDA SIMU NS = REg0ENI SOOMON b Al. SOLO T610q
6 XDr AfWlom Fgt ESiCn 141E INE PI89.lPIM1E CFN@M PRESSURE OF 1.5M Pe'.
3.00 Rum mum PRO URLY err. MEOW y eorogalm TO rmac x wM IN SI
w R4aN SKULL INVE A 11• W snAZ 16E Y gMWS TO MUNMN r gFNWILE FROM TE 9M.
THICKENED EDGE SLAB ON GRADE
"I.)
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QW N
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9 W) J
Q r�qN
M W Y
BOi O
o 0
a`
SHEET
1�
=NEW. W/
EACH LAG
` I WX 0.082 ALUM
RECEIVING CHANNEL W/
S12X3WTOPAND
BOTTOM AS ENO CAP
(2) 3W DIA THRU BOLTS
IF SCREEN WALL BENEATH
COMPOSITE ROOF, 1' xT
WI(2) 910 x V SMS IWO
SCREW BOSSES INTO
UPRIGHTS (1) S14 X 2° SMS
S' FROM EACH SIDE OF
UPRIGHT & ® 24' O.C.
NOTCH UPRIGHT OR POST -
TO ACCEPT BEAM. SEE
PLANSHEETFORMEMBER
INFORMATION
CR-O COMPOSITE ROOF TO BEAM
2 SCALE: NTS
SHEATHING: 1/2" CDX PLYWOOD.
7/16' OSB, OR UV T-111
NAIUNG SCHEDULE: Sd RINGSHANK
4" O.C. ON PANEL EDGES, 8" CC AT
INTERMEDIATE FRAMING MEMBERS
SH-3 WALLSHEATHING
7 I SCALE:NTS
1 - X V X 1/8' ALUM ANGLE
W/ (3) 912 X W4' SMS IN
FLANGE INTO UPRIGHT.
(BOTH SIDES OF UPRIGHT)
BEAM. SEE PLAN SHEET
FORMEMBER
INFORMATION
OPTION 1.
(4) 010 x 1-11T SMS INTO
SCREW BOSSES (TYP)
SELF -MATING BEAM
ONLY
ENDS & IV O.C.
GONG.
1/4' DIA. x W CONCRETE SCREW
ANCHOR ® TFROM ENDS & 24. O.C.
OPTION
2' x T x IW ANGLE WITH (2) C10 x
3/4" SMS IN EACH FLANGE, EACH
SIDE(T/P)
/ GIRT/ CHAIR RAIL
M-, PURLIN / GIRT / O.B TO HOST CONNECTION
2 SCALE:NTS
29 11W ANGLE EA
SIDE
O
O O
SIDE VIEW
(1) We° DIA CONCRETE
SCREWANCHORS INTO
EACH LEG
(4) 014. W4° SMS INTO POST
- BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
ww
m�u
�U
Z=
f �FU�F11
2
TOP VIEW
AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
1 X2 O.B. ANCHORED TO CONCRETE
WITH IW DI0. CONCRETE 6CREW
ANCHOR ® 2M O.C. MAX
(4) #14 x WM SMS INTO POST
FOR CORNER CONNECTION
FASTENIX MATHC12x W4'
SMS (J 24' O.C.
® e
UPRIGHT
X
` a n < • I 01X2 ® UPRIGHT
(4)#14 x 2°SMS THRU IX2
INTOPOST TOPVIEW
FRONT VIEW AT CORNER
B-� UPRIGHT TO FOUNDATION CONNECTION
2 SCALE:NTS
„� mm
o0p0�����600�000PppppOO
1W LAGS, 4° FROM ENDS & IS- � BO ^® • X-0
O.C. MAX. V MIN LONGER THAN\\\\ COMPOSITE o OX �vv o
THE PANELASHER ON E WI� OR RISER e Z �O q e
NEOPRENE WASHER ON UG PANEL ROOF c ®Ov „ po Z e
WINDOW/DOOR
PER PLAN
PER DETAIL
26 GA ALUMINUM
TERMITE SHIELD
PER PLAN
SH-1 SHED FRAME WALL SECTION
2 SCALE:NTS
DOUBLE TOP PLATE, 48"
MIN SPLICE LAP WITH (10)
16d COMMON NAIL
SP4 CONNECTION FROM
TOP PLATE TO EACH
END OF HEADER
DOUBLE 2X8 HEADER
WITH 4^ PLYWOOD FILLER
(1) KING STUD AND
(1) JACK STUD.
CONNECTJACK
STUD TO HEADER
WITH LSTA 18
I ii _n ITI 1
I II II II i
I II
II II 1
I II II II I
I II II II J
/I
LH
SP4 TOP PLATE TO STUD
CONNECTION
2X416" OC WITH 2X4
BLOCKING AT
SHEATHING PANEL
EDGES
WRAP OVER SHEATHING
AT EXTERIOR. NOT
SHOWN FOR CLARITY
2X4 PT BOTTOM PLATE-1-2X4 CRIPPLES AND SILL) �/��Sypyl
WITH 518"DK. PLATE FOR WINDOW REVIEV 'AM
BOLTS (� 6°FROM ENDS INSTALLATION. SP4 Yl Y l�C�
AND 48" O.C. 6" MINIMUM CONNECTORS EACH
EMBEDMENT END OFCRIPPLESCO®E COMPLIANCE
ST. LUCIE COUNTY
SH-22 SHED BEARING WALL DETAIL R°. �.,ra�
2 SCALE: NTS
SHEET