HomeMy WebLinkAboutPORCH FACTORY PAPERWORKarrENED
� 1
NOTE: THIS DRAWING IS .:;.2 ILLUSTRATIVE PURPOSES. DRAWING NOT TO
Design Parameters SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
1. Building Occupancy Category, Pamgmph 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 S Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
Vm,=160 MPH
3. Exposure Category, Paragraph 1609.4.3 : B
Applicable Codes. Regulation and Standards
1. The 61h Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
Z. 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 y
2. All work shall comply with all lowland regional ordinances. z
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 - Large Aggregate 3W max -ASTM C 33
1.1.3. Air entraining +1-1%-ASTM C 260
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 55
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 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 a
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 W1.4/W1.4 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 "300".
4. All Self Mafing 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 tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
S. 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 8"x8" Thickend 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, spelling, or other deterioration.
Roof Type Screen Sire
Full Mansard 18114
HOLLOW SECTIONS
SELF MATMG BEAM (SMS)
THE PORCH FACTOF
2x2: TxrxG.w
3x46NB: rxPxB.6M• x0100'
3.75 PFB: rx3.]5'
2xi rx3•x0.05
2x 55MB: rx Sx(M)WXO.10P
5.75PFa rx575•
2x4: rxfxO.0`V
2x55MB: rxe'x BB5Px0d2p'
COLUMNS
2x5: r.vxu..0'
2x]SMB: Txrxiasr•x41yr.
3x3: 3'x Tx0.12S
2x66NB: YxB•x BAT Xa42;4"
axe. 444•xa.HS
OPEN aACKbECnONb
3x05MB: Yx Px0.0]Yx0.12d'
6x6: 6'xC xO.IIS
1xz rxrxB.U4Y
2x 10 SMB: rx IMOI)Tx o.3er
1x31•x 3'x8.D45'
MWIMUMFA6TENERED6EOI5TFNCE:
Il
0.04e I CONGRETESCREWANCHOR: SHEET MOTEL SCREWS (SMs)'
0.C5P 61MPSOM TITEN M OR MUNALENr RWGUIUD xOR EOUNAMW
n2
tip
y v
X DJ P
i
PFa
PF3
g
3
j
I
S
PFe
1x2
�PoIFlflxla.n
1
R-
2
NOTE IGNORE 1•xTOa. AND CONNECTpN IF SCREEN MW SRW WSTA
r.r.
#14x31P5MS
H-2 BEAM TO HOST CONNECTION
SCALE: NTS
DEC 4 4 IBIS
_- -Per SittL 9 rountmvent
e
HOST
wa o
' I
2%95MB ENOBEAMriVP1 Y
y(y(3 __ 2)CJ _ 2X3
4
3
3
mvwTrrm
+I-
G
2
2x3
2x3
Ai
2%3
V3
2x3
II}
c
h
�
I
s w
A
G
2%3
2%3
2x3
2x3
2x3
2%3 3
i
'r#
3
I
wM
tunvPl
BLL
C
a
1
ace
2xz
zz2
axe
razz
2xz
1x2fn P)
9-T-6'-9' 8'-e' f�-9'
'-9' f•-a•
6CREWANCHOR,C
FROM END 8 C 24. QC.
CONE
(3)1W DIA x 21W OONCREIE
6CREWANCHOR
2xzw
3 b
'
a
3.]5
PFB
A
375
Ps
5
.x
3.]5
PFB
Ij
f
1xz
t9(o'0-7t,'2--
oop0p0°aaaooanona,,,," 000
S
Qo Q =
G
® 0 IS6 vOo ® o
OW
000000000®�aBug uouunao
11% - 071Z
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC 12. - /q
u
` C
LT
O
a co
Y > a
M
cc O C
>00
Y 3 LL
L gNo
:
p a
a m cc
v� D
Q LL
U
m
�O
a`
SHEET
1
0.12W THICK'Z' BRACKET® EACH BEAMIPURUR
ATTACHED BRACKET TO FASCIA W/ &8' x 3- UGS (3
PER BRACKEN. ATTACH GUTTER TO FASCIA WNH
WW X T LAG Q 24. O.C. ELSEWHERE
1• X YOPEN BACK IS NOT NEEDED I
GUTTER HAS SPLINE GROOVE
OTHERWISE CONNECT In TO
BEAMIPURUN WITH (2) II10 x 2-1? SMS
THRUBEAMPURUNINTOSCREW
BOSSES, CONNECT In TO GUTTER
WNH (1) II14 x 1-1?SMS ®6• FROM
ENDS AND 24.O.C.
0
O
p�RVDR
N
NOTE:
(2) &6' DIA xe UG SCREWS FOR
SPANS GREATER THAN 3LY-0•
' ^ I•�
II14 x &4' SMS INTO BEAMIPURUN
AND (1) IF SCREWED TO
7
MINIMUM OF Y x C. IF LESS, 2-X 4'
PT SLID FASCIA SHALL BE PLACED
BEHIND EXISTING AND UG UG
SIN
BEAM USING SCREW BOSSES]II14
SCREW
SUPER GUTTER
SCREW55HALLBE LENGTHENED
%&4' SMS INTO GUTTER).
TO FULLY PENETRATE SUB FASCIA
N OTHER
REPEAT ON OTHER SIDE OF
IF NO FASCIA IS METING, ADD 2•x
BEAMMURUN
4- PT FASCIA WRH 1? DIA. UG
WHEN BEAM IS LARGER THAN GITTTER,
.W2' BACKING PLATE
BOLTS,EMBEDDINGIAC?INTO
2116' x 1118• x O.Mr(MIN.) ALUM
ON INSIDE OF GUTTER
TRUSSTAIL6.PRE-0RILL WNHM'
RECEMNG CHANNEL W/ MIN. (2)#12 x
DIABRTO PREVEMSPIUTTNG.
3/47SMS
SHIM AS NECESSARY IF OTHER
THAN A PLUMB CUT FASCIA
NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
RH-1 BEAWPURLIN TO GUTTER CONNECTION
3 SCALE:NTS
MEMBERSIZE
EDGE'C
2X4
I 1?
2X6
I I.
2%6-2X10
1112'
PUSHING
SAVE RAIL INTERNALLY
SCREW THRU BEAM INTO
SCREWBOSSESIMTH(3)010
x 1-IQ' SMS
ATTACH In TO SAVE RAIL
WTH 014x I-1?SMS ®6'
FROM ENDS 8 24. O.C.
(1) tl2' DIA x 2-in' THRU
BOLT WITH NYLOCK JAM NUT.
THREADLOCKER MAY BE
USED ON NUT IN LIEU OF
NYWCK JAM NUT. GO NOT
OVERTIGHTEN.
RC-1 UPRIGHT TO BEAM CONNECTION
ll�3 SCALE:NTS
NOTCH BOTTOM FLANGE O'
PURUN TO OVERUP UPRIGH
SCREW THRU EAVE RAIL
INTO PURUN SCREW
BOSSES WITH (2) B10 x 4'
SMS
ATTACH In TO SAVE RAIL
YM010 x 1-1? SMS ® 6-
FROM ENDS S 2P O.C.
2• x Tx lV PUTE IMTH (4) IIb
x &4' SMS EACH SIDE OF BEAT
UPRIGHT PER PUJ
RC-2 UPRIGHT TO PURLIN CONNECTION
3 SCALE: NTS
<
p�iSCi o
Z
rOD®=
Q a o
0000004
O
CM
0
o®�9Opp000������oo�0 0
REVIEWED FOR
1/4' UGS, 4' FROM ENDS 816. O.C. MAX 1' MI! CODE COMPLIANCE
LONGERTHANTHEPANELTHICKENESS. W/
TNEE )ED IF GUTTER HAS SPLINE NEOPRENE WASHER ON EACH UG
GROOVE OTHERWISE I-x Y x 0.04R OPEN S 1T
x LUCIE COUNTY
B4CK W/ I2) II10 x 217 SMS THRU BEAM INTO -®CC LJ
SCREW BOSSES i
C
0)
FUSMNO-INSTALL LANCER MSTINO DRI O
1•z2•x0.044°OPEN BACK W/(2)IItOx21Y2.6M 'WIDEx0.12S •Y BRACKUT�EACH BEAM �'E O m N
THRU BEAM INTO SCREW BOSSES ATTACHED TO FASCIA W/YB'x3-UGS I3 PER '
BRACKEN AMD(1) W X P LAG 02rD.C. AT #14 X&4' SMS 60 W O.C. TOP AND BOTTO xFII Qx OD
GUTTER W/ 1-1? DW MOMENE WASHER 0 TOP j
V Y ._ V
SCREW ONLY y (1)E10x tt?SM66'FROM BEAM AND 24'O.C. ., - L
1)II10x1-t?SM66'FAOM EN0.S AN024'O.C. 3'%L + \V ; D
EM RECNG CHANNEHAMNEL W/ t0 O r
le LAGS. 1'FROM ENDS 818.O.C. MAX. 1' II12 X &4• TOP AND
//� O 3 LL
MIN IANGERTHANTHEPANELTHICKENE66.
BOTTOM A8 ENO CAP
NS• SMS 2•x YFLUM.ANGC SIDEOldx&4 W/NEOPRENE WASHER ON EACH UG Y�
SMS EACH FLANGE EACH SIDEOF BEAM ' mm
OMP06RE ROOF PANEL O 0 = 0)
A 'a
1°X VX 1/8°ALUM ANGLE (2) 1/4' DIA. X 3' UG SCREWS®6'O.C. 1. M G O
(2)WVDIATHRUSOL W/(3) 912 X 1P SMS IN COM,=='EPANEL HIM AS NECESSARY IF O LL•
FLANGE INTO UPRIGHT RECEMNG CHANNEL OTHER THAN A PLUMB Q.
,y
O O IFSCREENWALLBEMA (BOTHSIDESOFUMIGHT) CUT FASCIA ` U
0 O COMPOSITEROOF, 1'xY �--• 0)
WI(2)i10x2'SMSIMO
BEAM PER PUN SCREW BOSSES INTO EOM. SEE PLAN SHEET d
UPRIGHTS (1)614XY SMS FORMEMBER> WOOD:
6' FROM EACH SIDE OF INFORMATION (2)1W xW UG SCREWS, 6'
UPRIGHT'S®29'O.C.
FROM END 8 O IV D.C.
O 3•X0.082 ALUM RECEMNG (2)114'DW x21/4•
CHANNELW/612%9YTOPAND NOTCHUPRIGHFORPOST CONCRETE
BOTTOM AS END CAP TO ACCEPT BEAM. SEE SCREW ANCHOR, 6
2 VW x I VV x 0.062' (MIN. PUN SHEETFOR MEMBER FROM ENDS @ 1W O.O.
ALUM RECEMNG CHANNEL INFORMATION
W/ MIN. (2) 012 x&4' SMS .I=' BACKING PLATE
ON INSIDE OF GUTTER
NOTE BEAM ORIENTATION MAYBE DIFFERENTIIAN ILLUSTRATED
SHEET
4RH_-3_ BEAM TO CARRY BEAM /GUTTER WITH COMPOSMPOSffE ROOF i+R-O COMPOSRE ROOF TO BEAM CR-1 COMPOSffE ROOF TO HOST
3 SCALE:NTS 3 SCALE: NTS 3 SCALE:NTS
Design Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
2. Basic Wind Speed, Table 16(19C,-Stateof-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 160g.4.3: B
AAPplicable 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 priorto 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 following specifications aria
applicable.
I.I. 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- 1 %-ASTM C 260
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 wnform 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 belching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hotweather rewmmendatiom
1.5. Moist cure or polyethylene wring 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 e
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 W7.4/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 #14 screws 6" from
end 24" on center or 912 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.
B. All gashing and waterproofing shag 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 8-x8" Thickend 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, spelling, or other deterioration.
Roof Type Screen Size
Full Mansard 18114
NOLLOW SECTORS btlh M911NG.-
2 tlFJ1M IGMtl) TX[ XGM,
2x2: Yx Yx0.0CP xIBMB: S'xo.OH'z B,tOP 3.)S PFB: 2'
2x3: Tz 31..O5P 2x5SMB; Yx Sxo.O5Pz0.10P 3S6 PFB: T
2x4 Yd'x BA5P 2x 6 SUB: YxPxO.cW*kl P COWMNS
2x5: YZ SZBdSP 2z]SUB: Tzrxcl)6 .BAM 3t3: T,,v
2zSSMB: Txe'xo.0Y 0J2r KN: <•zrx
oPEN aAcxsEcnous 2xS SUB: Tx Pxo.B]Tx..12e Bz6: W.rx
MINIMUM FASTENER SPACING: YO RC: REG. CHPNNa
CONCRETE 6CREWANCHOR: SHEET MAML SCREWS(SMS):
SIMPSON TIrEN No OR EDUWAIENT nW BUILDEX OR EOYNAIENT
NOTE: THIS DRAWING-WFOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
�@f I3V W BpHHH FPS -
fMYCOPEI.WE19.
IFisisBp
1
HOST
•
111
�
R
H
I
a
�A
m
' I
t2%966E3 EMI BEAN nYP)i
•n„t
yp
]X3
q3
H
R
3
3
vo PwtOxPl
1_
Gt
F
2
2X3
2X3
2X
D(3
as
2X3
M
G
my
zX3
2K3
zxa
na
Da
auT s
IIL
3
0
V
y
}'
3
a6-s
NOTE IGNORE I-XT08 AND CONNECTION IF SCREEN I3W BEING NGTALIED
1'xT OPEN BACK W)ERNI Y
6LREN1DT0 BEPM W/R1.10xT
wooD:
T jllna
iM•xruG6CItEWS.P
YT W SANQEW
11.1 s1
fAOM E106�zT o.L.
rAPPWGbLREW enO1ff,ADpi
N. SON
1>VyF&Q2VO.G.ROM
LONG.
SCRMx21N•LONLRETs
6ROMENOENDOHCR,P
I
CONC
n 111P 00. x 211P CONCRETE
6CREWMCHOR
NOTE BEAM MIEMATICN NAY BE DIFFEREMTHW IWISTBAM
H-2 BEAM TO HOST CONNECTION _
SCALE: NTS
v-M
7
z
9
uzw Z
3
�
I§I
d N
in
PFB
FEB
IF
5
FEB
FEB
3]3
PFB
Z'-
=County,
1`91/0--0`71Z
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
SOCC
0
St.
LL
NED
County
SHEET
1
lw BRACKETCUT
ZOM1.XBTANGLE
]ONNECT WITH (S)
614XW4'SMS
1-114" x &SIB' x 1/e"
ALUM. FLAT BAR.
6063-T6 ALUM.
0 0 0 0 0
O
:G c
O EVE RAIL b _,
O EYE BOLT FOR CABLETENSION
O
(2) S/B° DIA. x 3-EMBED
CONCRETESCREw ALTERNATE CONNECTION
ANCHOR
UPRIGHT i -1/w SE. CABLE
COMPRESSION
SLEEVES
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
MIN. REQUIRED ANCHOR
EMBEOMENTINTO
CONCRETE
FOUNDATION PER PLAN
BR-1 CABLEBRACING
2 SCALE:NTS
25 NIM'ANGLE EA
810E
(1) We DIA CONCRETE
SCREWANCHORS INTO
EACH LEG
1-1/4'x 6A8°x llWALUM. FLAT
BAR. WITH (2) M' DIA. CONCRETE
ANCHORS. MIN. 2- VEMBEDMENT
Note - Orientation may be different.
014 X X4" SMS ®1-114.O.0
g iF NOTES:
1, SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR
E PURPOSES.
"'tmo CREWS ON DRAWING.
2. GUSSET DIMENSIONS AREA MINIMUM 2)NOT C EO'DOUNT S(1) EA SIDE D OF BE INTERNAL
x „4i cIt w 0 OR EXTERNAL
,,. .
3. ABBEAM SIZE CHANGES, ADD NSTAW IDTHSCREWSTOMMATCH BEAM
SICBPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGETO MATCH BEAM SIZE
— (1) I/2-DIATHRUBOLT WITH
NYLOCKJ NILI NUTWITH
THREADLOCKER MAY BE USED, IN
LIEU). DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
FOR 2X2 AND = UPRIGHTS, USE
(4) 614x 3W SMS INTO POST
— BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
2OW
�?w
rc
�mZ
WG
TOP VIEW
AT INTERMEDIATE
�- FOUNDATION PER PLAN
UPRIGHTPERPLAN
1XZ O.B. ANCHORED TO CONCRETE
WITH 1I4.OIA. CONCRETE SCREW
ANCHOR ® 24' O.C. MAX
(41014 x 3/4° SMS INTO POST -�
FOR CORNER CONNECTION
FASTER IM WITH 612xX4-
SMS @ 24° O.C.
1_
UPRIGHT
X
? 01X2I 0 'n UPRIGHT
(4) 014 x 29SMS THRU IM
INTOPOST TOPVIEW
ATCORNER
62%UPRIGHT TO FOUNDATION CONNECTION
SCALE:NTS
G-1 TYPICAL INTERNAIJE)(TERAL GUSSET CONNECTION
2 SCALE:NTS
/6•x2'x2'ANGLE WITH
(4)614 x T4 SMS INTO
O O
POST
Fr O O
RICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
pz
>'
zo
G
e ' a
N
SIDE VIEW
PER PLAN
W O.B. ANCHORED TO
CONCRETE WITH 1/4' DIA.
,—
ANCHOR(MIN. 1-1I4'
EMBED) ®24° D.C.
614 x X4° SMS INTO
' 1)WB'DIA CONC.
d ANCHOR. EMBED MIN.
.: 2-1Y2°
e�
COTING. SEE PLAN F
FRONT VIEW DETAILS
tDJ-1 DOOR JAMB CONNECTION
2 SCALE:NTS
2° x 2° x 1BP ANGLE WITH (2) 610x
W1 SMS IN EACH FLANGE, EACH
SIDE(TYP)
OPTION 1:
(4) 610 x IAM' SMS INTO
SCREW BOSSES (TYP)
S�I II
SELF-!HYINGG BEAIA BEAM 3�
ONLY
WOOD:
B10x3°W0OD SCREWS (d FROM
EN058I2' O.C.
CONCw
1/DIA x3' CONCRETE SCREW
ANCHOR ®6'FROM ENDS 8 26. O.C.
M-1 PURLIN / GIRT / O.B TO HOST CONNECTION
2 SCALE:NTS
GUSSET PLATE
PER PLAN / DETAILS
PURLIN PURUN
O
G�
0S
2) 614 X 2"SMS THRU BRACE INTO
BEAM THRU GUSSET PLATE
BRACE AT INTERMEDIATE JOIN'
E
EVIEWED FOR
•MAx ODE COMPLIANCE
w ST. L.UCIE COUNTY
'AVE RAIL BOCC
114" DIA. THRU BOLT WITH NYLON
BRACE AT EAVE RAIL WASHERBSTAINLESSSTEELNUT
t
ROOF BRACING
SCALE:NTS
m
41
SHEET
2
0.12V THICK'P BRACKET® EACH BEAMIPURUN:
ATTACHED SRACKETTO FASCIA WI WWX 3A LAGS (3
PER BRACKEfj. ATTACH GUTTER TO FASCIA WRH
318' X W LAG 0 W O.C. ELSEWHERE.
1-X 2- OPEN BACK IS NOT NFFl1F11 IF—.
OTHERWISE, CONNECT IM TO
BEAWPURUN WITH (2) 910 x2.10 SMS
THRU BEAWPURUN INTO SCREW
BOSSES. CONNECT IX2 TO GUTTER
WITH (1) 914 x 1-12° SMS ® 6' FROM
ENDS AND 24' O.C.
O
O
p�HgNGR
NOTE:
(2) SIB' DIA. x 4' LAG SCREWS FOR
SPANS GREATER THAN 3T
AND (4) [(2) IF 1%215'CREWED TO
PT SUB FASCIA SHALL BE PLACED
BEHIND EXISTING AND TAG LAG
BEAM USING SCREW BOSSES] 614
UPER GUTTER
SCREWS SHALL BE LENGTHENED
1(3/0°SMSTO IX2(OR GUTTER.
TO FULLY PENETRATE SUB FASCIA.
REPEAT ON OTHER SIDE OF
IF NO FASCIA IS EXISTING, ADD 2• x
BEAMIPURUN
4' PT FASCIA WITH 12° DIA. LAO
WHEN BEAM Is LARGER THAN GUTTER,
.M'BACKING PLATE
BOLTS,EMBEODINGI-12°INTO
2 l/B•x 1 VV. 0.062(MIN.) ALUM
ON INSIDE OF GUTTER
TRUSS TAILS.PRE-DRILL WITH 3/6'
RECEMNG CHANNEL W( MIN. (2) 012 x
DIA BITTO PREVENTSPLTTTING.
Y4' SMS
SHIM AS NECESSARY IF OTHER
THAN A PLUMB CUT FASCIA.
NOT.: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
RH-1 BEAMPPURLIN
TO GUTTER CONNECTION
3 SCALE:NTS
MBERSIZE
EOGEC'
12•E-2%10
I
112'
FLASHING
ENVERAILINTERNALLY
SCREW THRU BEAM INTO
SCREW BOSSES WITH (3) 610
x 1-1/2• SMS
ATTACH 1X2 TO EAVE RAIL
WITH 914 x 1-12• SMS 0 6-
FROM ENDS & 2P O.C.
(1)12' DIA. x 2-12• THRU
BOLT WITH NYLOCK JAM NUT.
THREADLOCKER MAY BE
USED ON NUT IN UEU OF
NYLOCKJAM NUT. DO NOT
OVERTIGHTEN.
1RC-1 UPRIGHT TO BEAM CONNECTION
SCALE:NTS
NOTCH BOTTOM FLANGE OF
PURUN TO OVERLAP UPRIGHT
SCREW THRU EAVE RAIL
INTO PURUN SCREW
BOSSES M H (2) t10 x V
SMS
ATTACH 1X2 TO SAVE RAIL
WITH C10x 1-12' SMS ®6•
FROM ENO.S & 24.O.C.
Y' xT° x Vr PLATE WITH (4) 514
x W4A SMS EACH SIDE OF BEAM
UPRIGHT PER PLAN
RC-2 UPRIGHT TO PURLIN CONNECTION
3 SCALE:NTS
Im
REV'EWE®
i/4° LAGS, 4' FROM ENDS & 10A O.C. MAX. 1' MI!
FOR
ODE
LONGER THAN THE PANEL THICKENESS. W/
NEOPRENEWASHERONEACHTAG
COMPLIANCE
OT NEEDEDIFGUTTERHASSPLINE
GROOVEOTHERNASE,Px2'x O.OM°OPEN
ST°
cp
Ld1CIE
BACK WI(2)310x212°SMS THRU BEAM INTO
C®l.IN7'y
Gl
SCREWBOSSE6
9 i
0
E®CC'
FLASHING- INSTALL UNDER EXISTING DRI
1•x2•x 0.14 OPEN BACK W/(2)•10 x212' EMS
'WIDEx 0.126'Z'BRACKETOEACHBEAM
EDGE
Ol
THRU BEAM INTO SCREW BOSSES
ATTACHED12 FA6CMW/3/B•x3°IAGS(3PER
O
d N
BRACI(ET)AND (1)3l&'%3'LAG@24.O.C. AT
014 X WV SMS O 6. O.C. TOP AND BOTTO
00
GUTTER
WIAD' DIA. NEOPRENE WASHER@TOP
Y a
(1)910x 112'SMS 6'FROM BEAM AN024.O.0
SCREW ONLY
Ito
O Q
1) 910 x 1-10 SMS 6• FROM ENDS AND 24. O.C.
3• %(LOBE ALU m
IN
RECEMNG CHANNEL WI
U.
5 °0 -0
RFROM ERDS
i12 X 3M'T0P AND
O O
MIN NELTHC.MAX.1'
MIN LONGER THAN THE PANEL HICKENE66.
BOTTOM AS END GP
O) 3 LL
1/8A%TX EACHFLNGE EACH
SMS EACH FLANGE EACH SIDE OF BEAM
SIDE OF
WI NEOPRENE WASHERON EACH LAO
JL
/
j
L
—OOMPOSITE ROOF PANEL
O
= `
U)
w
(2)1/4'DM.X3'LAGSCREWS@VO.0
Go
'0 C
(2) TV DIA THRU BOL
1'%1'%1/B•ALUM ANGLE
W/(3) 012 X 314• EMS IN
COMPOSREPANEL
SHIM AS NECESSARY IF
(L
FLANGE INTO UPRIGHT.
RECEIVINGCHANNEL
OTHERTHANAPLUMB
CVT FASCIA
4a-I
0 O
IF SCREEN WALL BENEA
(BOTH SIDES OF UPRIGHT)
V
d
O O
COMPOSITE ROOF, 1'x H'
'�
WI (2) &10 x 2- SMS INTO
SCREWBOSSESINTO
EAM. SEE PLAN SHEET
r
d
BEAM PER PLAN
UPRIGHT&(1)614XTSMS
FOR MEMBER
INFORMATION
WOOD.
(2)1/4Ax3A LAG SCREWS, 6•
6' FROM EACH SIDE OF
' FROM END & a IW D.C.
UPRIGHT &024. O.C.
CORD.
00
3• X 0.06E ALUM RECEMNG
- _
2114'
CHANNELNX3/4'TOP AND
NOTCH UPRIGHTORPOST
CONCRETE
CONCRETE
BOTTOM ASS ENDCAP
TO ACCEPT BEAM. SEE
SCREWANCHOR,V
x (LOST (MIN.
PLAN SHEET FOR MEMBER
FROM END & 0 IV O.C.
ALUMLUM RECEIVICEIA NG CHANNEL
INFORMATION
W/ MIN. (2) L12 x Xe SMS
LOSE' BACKING PLATE
ON INSIDE OF GUTTER
SHEET
NOTE BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
�" �-3 BEAM TO CARRY BEAM/ GUROOF WITH COMPOSITE ROOF
CR-O COMPOSITE ROOF TO BEAM
CR-1 COMPOSITE ROOF TO HOST
1 i SCALE:NTS
� SCALE: NTS
� SCALE: NTS