HomeMy WebLinkAboutPORCH PLANSNOTE: THIS DRAWING IS FOR""' -"-"--'-
Design Parameters SCALE. USE DIMENSIONS GIVEN. CF
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk IN DIFFERENT LOCATION. MAINTAIN
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VuLT= 160 MPH
Exposure Category, Paragraph 1609.4.3: C
Applicable Codes. Regulation and Standards
1. The sin Edition (2017) Florida Building Cade, 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 TheAluminumAssociation, 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
, A9 1.1.2. Aggregate - Large Aggregate 314" max - ASTM C 33
1.1.3. Air entraining +/. 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 85
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after hatching is not permitted.
1.4. Prepare and place concrete perAmerican Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather 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. Concrete shall be placed over polyethylene vapor barrier.
1.8. All aluminum components embedded within concrete shall be mated with a
bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy. j
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' an 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 pavers mus
be banded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure ful
positive cpntact 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.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: Existing 12"x12" Footing
Existing concrete. No additional concrete footing is required to resist the loads imposer
by the proposed construction if the existing footing is in sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
Composite 18/14
ALUMINUM MEMBER DIMENSIONS
HOLLOWSECTIONS
SELF rMTING BEAM(SMS)
THE PORCH FAcTORY BEM PFB
3.TSPFB: Sxa75•x O.OW
2x2 Yx T.0.04
2-a- Sx P xO.O xQADY
2x 3:7 r.0.057
2X50Ma 2'x Sx a05V x0.iW
5.75PFB: r.S.Wx0.055•
2z4: rx 4•x O.OSP
2x6SMa: rx6'aOMTx0li
COLUMNB
2x5: rx5•x0.05T
2x73Ma rx7"x0.0SPx0.1=
2xa SM0: rx6•x0=.M24•
2x9 SUB: 2x6'x0b7 .0d2P
3x3: Tx3,MIn•
4.4 4+x4•x oe2s
ex6: 6. , M.
OPEN BACK SECTIONS
t xi I'x2x0.04V
2x106M9:rx1P4.O x0.300'
1 x31'x3'x 0.W5
MINIMUM FASTENER EOCE DISTANCE: 10 KB: KNEE BRACE
hrNNUMFASTENERSPACNQ W RC: REC. CHANNEL
SNAP SECTIONS
2 x 2 Snap: rx r x 0.04S
CONCRETE SCRMANCHOR: SHEET MAML SCREWS(SMs):
2x35nap: rx. a....
SIMPSCUMENHDOREOUNALEM RWBUR➢Ex OREOUNALENT
2x46nap: 2'x6'x Q. 4
tic
RE
CODE
S N a L
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St. Lucie Cow
SHEET
1
118- BRACKET CUT FROM
V x 5' ANGLE, CONNECT
WITH (91014 X 314' SMS
UPRIGHT
DOUBLE
COMPRESSION
SLEEVES
EVERAIL
EYE BOLT FOR CABLETENSION
118-S.S. CABLE
1-1/4' x 5�5I8' x 11W ALUM. FLAT
BAR. WITH (2) W' DIA. CONCRETE
ANCHORS. MIN. 2dl EMBEDMENT
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
MIN. REQUIRED ANCHOR
z
EMBEDMENTINTO
-¢
CONCRETE
n m
e 44
p
ryWU
FOUNDATION PER PLAN a
de
BR-1
CABLE BRACING
A-2
SCALE:NTS
(1) W DIA THRU BOLT WITH
2WQ Iffl'ANGLE EA
W LOCK JAM NUT (JAM NW WITH
SIDE
THREADLOCKER MAY BE USED, IN
UEU). DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
O FOR 2X2 AND=3 UPRIGHTS, USE
(4) 914 x 314' SMS I WO POST
_ BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMEW.
O
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nw�
TOP VIEW
SIDE VIEW AT INTERMEDIATE
UPRIGHT
FOUNDATION PER PLAN
UPRIGHTPERPIAN
®O 1V
2C
(1) YB' DIA CONCRETE
IX20.B. ANCHORED TO CONCRETE
SCREW ANCHORS IN O
WITH 1/4' OBl CONCRETE SCREW
EACH LEG
ANCHOR @ 2C O.C. MAX
(4) 014x 314-SMS INTO POST
FOR CORNERCONNECTION
FASTEN 1X2 WITH 912. W/
SMS @ 2PO.C.
01
0
UPRIGHT
FRONT VIEW I TOPVIEW
AT CORNER
B-1 UPRIGHT TO FOUNDATION CONNECTION
A-2 SCALE:NTS
Note - Orientation may be different.
W18'GUSSET
PURUNS ATTACHED TO BEAM
WITH (4) 910 x 1-VS" SMS LMTH
WASHE I WO SCREW BOSSES.
*14X3f4'SMS4p1-I14'O.C.�
NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWNAAE
FOR ILLUSTRATIVE PURPOSES. DO NOTCOUNTSCREWS ON DRAWING.
2. GUSSET DIMENSIONS AREAMWIMUM(2) REQ'D-(1)EASIDEOFBEAM-MAYBEINTERNAL
OR EXTERNAL
3. AS BEAM SIZE CHANGES. ADD OR SUBTRACT SCREWS TO MAINTAIN 11I4'CIC SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH SEAM SIZE.
G-1 TYPICAL INTERNALIEXTERAL GUSSET CONNECTION
A-2 SCALE: NTS
OPTION 1:-
1B BACKING PLATE
WITH (4) 910 x 1-1Q'
SMS INTO
ONLY
910x3'WOOD
V.T. 118' ANGLE WITH (2) 910 x
314-SMS IN EACH FLANGE, EACH
SIDE(TYP)
1 r-PURUN/GIRT /CHAIR RAIL
CONC.
IWDW.xWCONCROE SCREW
ANCHOR @ S'FROM ENDS & 24.O.C.
M-1 PURLIN / GIRT / O.B TO HOST CONNECTION
A-2 SCALE:NTS
VB'xOTANGLEWITH
(4)914x&4'SMSIWO GUSSET PLATE
BEAM PER PLAN
0 0 poS PER ESERIES
® ® PURLIN
RICK PAVERS MAY NOT
BE PRESENT. FOLLOW
M
ANCHORCONCRETE
EMBEDMENT
CONCRETE EMBEDMENT
z
8.
zo
(2EAM X2'SMS THRUBRAOEINTO
BEAM THRU GUSSET PLATE
SIDE VIEW
PER PLAN
DETAIL
iF2
CONCRETE VJITFI 1w DIA.
ANCHOR (MIN. 14W
EMBED) @ 24' O.C.
SMS 1 WO
DOTING. SEE PLAN FOR
FRONT VIEW DETAILS
9A-2
DOORJAMB CONNECTION
SCALE:NTS
0A-2
ROOFBRACING
SCALE:NTS
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0000 "o.
MS �00go
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MEMBERSIZE
EDGE'C•
2X4
in -
US
I.
M-2X10
11w
Y xYx ire' ANGLE WI C21614'
00D:
x 3x 3° LAG SCREWS, 6'
SCREWS.
PUSHING
W4' INTO BEAM S 214 x Y SELFOM
END a O.C.
TAPPING SCREW INTO HEADERNC.
' DIA x21I4' CONCRETE
SAVE RAIL INTERNALLY
REW ANCHOR, 6'
SCREW THRU BEAM INTO
OM END 8 ®24° O.C.
SCREW BOSSES WITH (3) 010
x 1-1/2' SMS
O O
ATTACH IX2 TO EAVE RAIL
O O
WITH 010x 1-1/2'SMS a6-
FROM ENDS 8 24- O.C.
O
C���FROMEND&(924'0.C.
O
(1)10 DIA. x2-1¢•THRU
BOLT WITH NYLOCK JAM NUT.
O
THREADLOCKER MAY BE
USED ON NUT IN LIEU OF
NYLOCKJAM NUT. DO NOT
tl4' x 3• UG SCREWS, 6'
OM END e ® 24' O.C.OVERTIGHTEN.
ROOF BEANC.
1/4' DIA x 21f4` CONCRETE
REWANCHOR, 6'1-1/Yx2-IWxS062•
RECEMNG CHANNEL WITH ry7
014 x W4° SMS EACH FUNGE
H'Z BEAM TO HOST CONNECTION
A-3 SCALE:NTS
1I4•LAGS, 4-FROM ENDS 818.O.C. MAX. I- MIN
LONGER THANTHEPANELTHICKENESS. WI
NEOPRENE WASHER ON EACH UG
RECEIVING CHANNEL W/
012X W4'TOPAND
BOTTOM AS END CAP
(J) W6'
IF SCREEN WALL BENEATH
COMPOSITE ROOF, 1' x 2'
W/ (2) 010 x 2• SMS INTO
SCREW BOSSES INTO
UPRIGHT8 (1) 010 XT SMS
W FROM EACH SIDEOF
UPRIGHT 8 ® 24' O.C.
UPRIGHTOR POST. SEE
PUN SHEET FOR MEMBER
INFORMATION
CR-0 COMPOSITE ROOF TO BEAM
SCALE:NTS
ROOF PANEL
I-X I-X le ALUM ANGLE
W/ (3) 012 X W4• SMS EACH
SIDE
C RY BEAM. SEE PUN
SHEET FOR MEMBER
INFORMATION
RC UPRIGHT TO BEAM CONNECTION
A-3 SCALE: NTS
1'XYx0.044°OPEN BACKWI(2) 010x212 SMS
THRUBEAMINTOSCREWBOSBES
(1) 010 x 11Z SMS 6' FROM
IWx 2•x Yx 2-ALUM. ANGLE W/(4)*14x W41
SMS EACH FLANGE EACH SIDE OF BEAM
2IV x I IV x 0.062•
ALUM RECEMNG CHI
WI MIN. (2) 612 x U
OT NEEDED IF GUTTER HAS SPLINE
GROOVE OTHERWISE, 1' x 2• x 0.04 OPEN
BACK WI (2) 010 x 210 SMS THRU BEAM INTO
SCREWBOSSES
WIDE x 0.125' T BRACKET ®EACH BEAM
ATTACHED TO FASCIAWIWB' x 3' UGS (3 PER
BRACKET)AND(1)-.X3'UG 24'O.C. AT
GUTTER
1) 0m x 1-12' SMS 6' FROM ENDS AND 24' O.C.
l4•UGS, 4'FROM END581B'O.C. MW(. 1'
MIN LONGER THAN THE PANEL TMCKENESS.
WI NEOPRENE WASHER ON EACH LAG
O O
O O
BEAM PER PUN
CHANNEL W1012 X W4` TOP AND
BOTTOM AS END CAP
BEAM TO CARRY BEAM / GUTTER WITH COMPOSITE ROOF
A-3 SCALE: NTS
NO CH BOTTOM FLANGE C
PURUN TO OVERLAP UPRIGH
EAVE RAIL INTERNALLY
SCREW THRU BEAM INTO
SCREW BOSSES WTTH (3) 010
x1-lQ SMG
ATTACH 1X2 TO EAVE RAIL
WITH C10x 1-10 SMS ®6'
FROM ENDS 824' O.C.
Yx rx ll8' PUTE WITH (2) 01
xXl SMS EACH SIDE OF BEAT
UPRIGHT PER PU
C+-2 UPRIGHT TO PURLIN CONNECTION
A-3 SCALE:NTS
PUSHING -INSTALL UNDER EXISTING DRIP
EDGE
3' X 0.W2 EXTRUDED RECENER
014 X W4' SMS ® 6. O.C. TOP AND BOTTOM
W/ 1-1R' DIA. NEOPRENE WASHER 0 TOP
SCREW ONLY
(2) IW DIA. X W LAG SCREWS
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LL
O
Wt=
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OW
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A_3 SCALE:NTS ST. LUCIE COUNTY
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