HomeMy WebLinkAboutSCREEN ENCLOSURE PLANS1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
r Category 1.
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,
Va.T=150 MPH
Exposure Category, Paragraph 1609A.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
1.12. Aggregate - Large Aggregate 3W max -ASTM C 33
1.1.3. Air entraining +l-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 conforn to:
1.2.1. Reinforcing Bars -ASTM A615, grade 60
1.22. Welded wire fabric -ASTM A185
1.3. Concrete slump at discharge per chute not less then 3' or more than 5'.
Water added after hatching Is not permitted.
1A. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Pads 1, 2 and 3 Including hot weather recommendations.
1.5. Moist cure or polyethylene curing permitted.
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 coated with a
bituminous paint or epoxy.
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 sedes'800'.
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 Barter 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 must
be bonded to the concrete with an epoxy, thinset, or 3,000 PSI grout to ensure full
positive contact with concrete.
8. All gashing and waterpmofing 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.
Foundation Design: Existing 12'x12' Footer
g concrete. No additional concrete footing is required to resist the loads imposed
proposed construction If the existing footing Is in sound condition, free from
rat cracking, spelling, or other deterioration.
RoofType Screen Size
MANSARD 18114 MESH
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REVIEWED OR
CODE COMPL ANCE
ST. LUCIE COUNTY
BOCC FILE COPY
HOST
GUTTM
DOUBLE M CARW BEAM
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
`� FILL IN
_SCANNED
BY
St. Lucie County
.21
REVISIONS
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REVISIONS
1/e' z 2' x 2' EIRRUDEO (4) II14 x 314-SMS
ANGLE5052H32AUDY 0 0 INTO POST
O O
CONCRETE
SLA&FOOTING ' i ..A ♦• ♦. -
SEE PLAN A
SIDE VIEW
(4)014 x314-SMS
2'x2'DJ
BRICK PAVERS. MAY NOT BE INTO POST
PRESENT. FOLLOW
(1) W DIACONCRETE
ANCHOR MINIMUM
SCREWANCNORS
CONCRETE EMBEDMENT
(2 IWCONC. EMBED)
1'x 2-BASE PLATE
ANCHORED TO CONIC W/ iM
CONCRETE SCREWANCHORIL:
(MIN. 1114- EMBED)
V MNL EACHSWE OF POST
AND 24'O.C. MAX
"
4d .
d�
FRONT VIEW
DJ-1 DOOR JUMB TO CONCRETE W/PAVERS DETAIL
A-2 SCALE: NTS
TOP a BOTTOM RNLS.TYPICALLY
211.1.
x 2' x Y E1RR UDED ANG LE 5052
CORNER POST2ALLOYEA
CORNER WI(2).i14z2-
S INTO POSTS (1) 31B' DLA.
NCRETESCREWANCHOR INTO
NCRETE
(2) RID x l lW SMS
THRUSCREWSOSSES
*MEW
BRICK PAVERS. MAY NOT BEO
PRESENT. FOLLOWo
ANCHOR MINIMUMO
w
CONCRETE EMBEDMENT
SURMOODNGBEE
PIANSIDE
rvi
rZ—f �CONCRETEPOSTWII' @
SCREWANCHOR INTO
CONCRETE
1'x TBASEPLATE
ANCHORED TO CONIC WI 114'
CONCRETE SCREWANCHOF
(MIN. 111V EMBED)
W MAX EACH SIDE OF POST
-d
FRONT VIEW
tCP-1 CORNER POST TO CONCRETE W/PAVERS DETAIL
A-2 SCALE: NTS
VB' PLATE ON 45.1
60&3-TSALUMINUM
EYE BOLT FOR -
CABLETENSION
FRAMING
H-2 CABLE CONNECTION AT CORNER
A-2 SCALE: NTS
DBL COMPRESSION SLEEVES
BRICK PAVERS. MAY NOT BE
/
PRESENT. FOLLOW
ANCHOR MINIMUM
CONCRETE EMBEDMENT
N6'xTx]'ExTRUDeD
I (1) IW DR THRU BOLT WAMOCK
ANGLE 5052 H.32ALLOY
JAM NUT -IN LIEU OF NYLOCKJAM
FA SIDE
NUT. JAM NUTx THREADLLOCKER
MAY BE USED
BRICKPAVERS
TIGHTEN TO CONTACT. DO NOT
OVER TIGHTEN
BONDED TO
CONCRETE
BRICK PAVERS. MAY NOT BE
A
.d •• PRESEM. FOLLOW
!.
ANCHOR MINIMUM
,♦ CONCRETE EMBEDMENT
SLAB/FOOTING A . •
♦• A '
SEE PLAN
A
SIDE VIEW
(1)WDIACONCRETE
SCREW ANCHORS —
(211TCONC. EMBED)
ANC BABE TO
BRICK PAVERS ANCHORED TO CONIC W/ 1/1'
CONCRETESCREWANCHOR
(MIN. I Ile CONC. EMBED)
6' LVD( EACH SIOE OF POST
.4 'd
x
SLAWOODNG
SEE PUN a •i A'
�\ FRONT VIEW
4" OR LARGER UPRIGHT TO CONCRETE W/PAVERS DETAIL
t2 /SCALE: NTS
(4)S
sUBSEEPLNG
SEE PLAN
1114'x SSM-.11WALUM.
FLAT BAR.606}T6 ALUM. Wl
p)WDR.x23/c
EMBEDMENT CONCRETE
ANCHORS
11wxsw 1/&'ALUM
FIAT SAR. 6063-T6 ALUM.
•
Cl
SEE PLAN
H-1 CABLE CONNECTION AT FOUNDATION
A-2 SCALE: NTS
C PURLIN OR GIRT BEAM OR POST DETAIL
A-2 SCALE:NTS
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REVISIONS
2' x2' 1/0'x 2' LONG 5052 H32-
6•WIDExTACH TBRACKET W EA
ALLOY ALUM ANGLE WI R) 012 x 1
NOTE: 12- SMS INFO POST 6(1) 32• DIA
BEAOS(3 PEHEDTOFASCIAVll) x
3'LAGS(3PER@2A
(2) MI'DIA. x 4'LAG SCREWS FOR CONCRETESCREWANCHORS
0.TJAND(1)IER
X 3' lAG ®24' O.C. AT GUTTER
SPANS GREATER THAN 30'-0' 2-12' INTO UNCRACKED
CONCRETE MOLE DEPTH- &M-)
NOT
MATING
ELEMENT
CONTRACTORTOVERIFY
0
2•x4'FASCIA-IFLESS
IW x 2' x2•x 2• ALUM. p o
THAN Tx4•FASCIA, 2'X4-
ANGLE 4M (Q S14 x 3W
SUB FASCIA SHALL BE
SMS EACH FLANGE
5'SUPER
PLACED OVER, LENGTHEN
EACH SIDE OF BEA6VPURUN
GUTTER
LAG SCREWS TO FULLY
PENETRATE SUB FASCIA,
IF OTHER FASCIA, ADD 2-x
PT FASCIA W ,2' LAG
BOLTS -IIn' TWO TRUSS
JWPURUN IS LARGER THA
.082•BACKINGPLATE
TAILS-COUNTERSOM
215' x 11/e' x(1.062•(MIN.)
ON INSIDE OF GUTTER
FLUSH. MEN INSTAWNG
-MNG CHANNEL VW MINT (2)
10 LAG SCREWS.
012x3/4'SMS
PRE-0RILLw B'DRILLTO
PREVENTSPUTHNG
L G \GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
A-3 SCALE: NTS
MEMBERSIZE EDGE'
2X4
ffi'
2X5
,•
2Xfi-2X10
112•
PLASHING
EAVE RAIL (SEEM FOR SIZE)
INTERNALLY SCREW THRU BEA-Ml-1
WI(3) 010 x 1IW SMS
1• x FASTEN TO EAVE RAIL
W/010 x 112' SMS 6•MOM
UPRIGHT&24.0.C.
(1)12• CIA. x210 THRU BOLT
W/ NYLOCK JAM NUT- IN LIEU—/
OF NYLOCK JUM NUT. JAM NUT
W/THREADLDCKER MAY BE USED
INSTALLATION REGUIREMEWS:
BOLT 18 TO BE INSTALLED AS TO
NOT CAMAGE BASE MATERIAL.
DO NOT OVER TIGHTEN.
2'x SMS BEAM
UPRIGHT TO BEAM CONNECTION
A-3 SCALE: NTS
Tx SMSUPRIGHr
(SEE A-, FOR SIZE)
0
:Ri�.
ALUM POST
Tx 2'x Ile x 6' LONG ALUM -
ANGLE 5052 Hat ALLOY
W/ (3) 3W DM CONCRETE SCREW
ANCHORS MIN 2-12' INTO UNCRACKED
CONCRETE (HOLE DEPTH -3-12T & (2)
3IB• DIA BOLTS THRU COLUMN
ANGLE 5052H ONCREY j 6•T GUTTER BRACE DIA CONCRETE SCREW
ANCHORS NIN 2.12• INTO UNCRACID=D
CONCRETE (HOLE DEPTH.}M & (2)
31B' DIA BOLTS THRU COLUMN O
2-x 2' 15' x2- LONG 5052 Hat O LA 31S' x T
UG SCREWS
ALLOY ALUM ANGLE W/(2)F12xi
12•SMS INTO POST & (1) M. DIA O 0' T
CONCRETE SCREWANCHORS MIN O GUTTER
24W INTO UNCRACKED BRACE
CONCRETE (HOLE DEPTH=3-12T
2•x T PURUN DEPTH x 0125'
ALUM ANGLE W2 (4) 0 &4•
SMS EACH FLANGE W/
° INTERNAL BACIDNG PLATES GUTTER
t•xTo.B. AT CORNER POST MATING ELEMENT
O 0 O O UP
0 O r xr PURUNDEPTHx0.I2S F 3
ALUMANGLE W (QC 3/4' SMSEACHFLANGE 418 2' x2' PURUN DEPTH x 0.123'
w
INTERNAL BACKING PLATES j ALUM ANGLE W/(4) 0 XV
SMS EACH FLANGE W/
Wo INTERNAL BACKNG PLATES
2
O 1077
AW M POST
B-1 6" x 6" POST TO CONCRETE CONNECTION DETAIL
A-3 SCALE: NTS
Note - Orientation may be different
3/16-5052J132 GUSSET
014 SMS O Illr D.C.
2'x PURUNSATTACHEDTO
BEAM WHIN (4) 010 x 112' SMS
PLACE WASHER UNDER SCREW
IN GUSSEST CORNER /
Ox ',L^�,�y,.y�g.�j
k�P
NOTES:
1. SEE THE NOTE BELOWFOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR ILLUSTRATME PURPOSES. DO NOT COUNT SCREWS ON DRAWNG.
2. GUSSETOIMENSIONSAREAMINIMUM(2)REO'D-O)EASIDEOFSEAM-MAYBEINTERNAL
OR EXTERNAL
3. AS BEAM SIZE CHANGES. ADD OR SUBTRACT SCREWS TO MAINTAIN 11W CIC SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGETO MATCH BEAM SIZE
TYPICAL INTERNAL OR EXTERNAL GUSSET DETAIL- RIGID MEDIUM
A-3 SCALE: NTS
'A MATING ELEMENT ATTACHMENT a GUTTER CORNER DETAIL
A-3 SCALE: NTS
V x 2-x 0.044' OPEN BACK INTERNALY
SCREW TO UPRIGHT WA (2) 010 x, 12•
SMS & FASTEN TO EAVE RAIL W/
110 x IIW SMS SPACED 6• FROM
UPRIGHTANDAT24'O.C.
IWXrxT•60 T6AWMINUMSTRAP
WITH (2) 010 xSW SMS EACH SIDEOF
BEAM
F SLOPED PURLIN CONNECTION DETAIL
A-3 SCALE:NTS
nt
1.3
A-3
"'NOTE -NOT ALL DETAILS ARE USED FOR THIS PROJECT. SEE PLAN FOR DETAIL CALL OUTS"
WOOD:
010 x 3x Y WOOD SCREWS. V
FROM GIRT&@ Ir O.C.
CONIC.
11V DW, x 3' CONCRETE
SCREW ANCHOR, 6•
FROM GIRT& ® 2V O.C.
(4) SIOx 11¢• INTO
SCREW BOSS
OR PURUN
l
9C-1 1X2 TO HOST STRUCTURE DETAIL
A-4 SCALE: NTS
V.7OPEN BACK INTERNALLY
SCREWED TO BEAM W/(2) #10 x 2'
2°xr IW ANGLEWd (2) W14XW4'-
INTO BEAM & #14 xT SELF
(6) #14 x W SMS EACH BARGE
DG-2 BEAM TO HOST STRUCTURE ATTACHMENT
A-4 SCALE: NTS
HOLLOW SECTION
FROM
9D@C-O.C. 6•
FROM GIRT & ®12'O.C.
CONIC.
1/4•DIA.z3°CONCRETE
@CREW ANCHOR, 6'
FROM GIRT 8 024.O.C.
1/4• xW IAG SCREWS, 6°
FROM END & ® 26' O.C.
CONIC.
l/V DA x21WCO=RETE
SCREWANCHOR, 6'
FROM END & Q 24. O.C.
(3)//4' x3° LAG SCREWS, 6•
FROM END & ® 2r O.C.
CONIC.
(3) 1M• DW x21/4• CONCRETE
SCREWANCHOR,6•
FROM END & ®2PO.C.
CONTRACTORTO
DETAIL#2
MAX
DETAIL #1
_ �" 3 ROOF BRACING CONNECTION DETAIL
A 4 SCALE:NTS
W1 NYLON WASHER &
STAINLESS STEEL NUT
rxrx 1/6'x EAVE BEAM DEPTH
INTERNALALUM RECEMNG
CHANNEL W9 (4) #14 x Y4° EACH
FIANGE
0 0 0 0
0 0 0 0
SHOW RNER
O O CONNECTION.CTION.
INTERMEDIATE POST
WILL NOT HAVE THIS
O O PORTION.
BEAM PER PlA
2'x Yx /5°x ROOF BEAM DEPTH
NOTCH UPRIGHTAROUN27— ALUM ANGLE EACH S1DE OF
CARRIER BEAM UPRIGHT WI (8) tf4 x Y4' EACH LEG
EACHSIDE
1•x2• FASTEN TO CARRIER TB ALUM PORT
BEAMWI#10x11rz• PER T(l
SPACED6•FROMENDAND
PIAN
O.C.
D-2 CARRY BEAM AND POST CONNECTION
A-4 SCALE:NTS
DETAIL AT CORNER(PLANVIEW)
EACH SIDE OF POST W/ \
012x1 WSMS6•
FROM BOTTOM AND 24
O.C.
( _� _]CARRIER BEAM CONNECTION
A-4 SCALE: NTS
D-3 ROOF BEAM TO CARRIER BEAM CONNECTION
A-4 SCALE: NTS
1•x Y O.D. ATTACH TO UPRIGHT
WITH (2) #10 x2IM' SMS THRU
UPRIGHTINTO SCREW SOSSES
PLUS #10 x 1 IW SMS W FROM
EACH SIDE OF UPRIGHTAND
TYPICAL AT 24° O.C. MM
6063 TS ALUM POST
PLAN
m
REVISIONS
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_Design Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 16D4.5: Risk
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,
t2ULT= 150 MPH
Exposure Category, Paragraph 1609.4.3 : C
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.
2. AA ASM 35 and Specifications for Aluminum Structure, Pad 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 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 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 314" max - ASTM C 33
1.1.3. Air entraining +/-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 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 concrele per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hotweather recommendation
I.S. 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 mated with B
bituminous paint or epoxy.
I.B. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X6 VVIAANIA 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 Wth either #14 screws Whom
end 24" on 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. Ali 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 Foundation Design: Existing 12"x12" Footing 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, spalling, or other deterioration.
Roof Type Screen Sim
Full Mansard 18114
HOLLOW S EOTIONS SELF IMTING BEAM (sMa)
2%22[2' 0.0<F 2x45MB: 2v4'x O.WH 0.100E
2.
0: 2x 3"x 0.01V 2%55MB: Sx Sa005T".W
2%4: 2R4'x 0.05P 2.65M0: 2M6'%0.N5 R0.12n'
2v5: 2x5'x005P 2x2 SMB: 2x Px,Mr x 0.12
2x5'x0.0T x0.124'
CONCRETESCREWANCHOR: SHED MMI-SCREWS(SMS)'
2x Yx0.O5P--n0-nTrNH00REOUWALEM 11WBU6OIXOREOUNAUDrr
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL.
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SCANNED
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St. Lucie County
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1
OTE - NOT ALL DETAILS ARE USED R
IM-BRACKETCUTFROM
1'x 5°ANGLE CONNECT
WITH (9) 614X 3/4' SMS
7
0 0 0
0 0
O
n
O
O
O
UPRIGHT
DOUBLE
COMPRESSION
SLEEVES
BRICK PAVERS MAY NOT
BE PRESENM ENSURE
MIN, REQUIRED ANCHOR
COTECON
CRETE
FOUNDATION PER PLAN
1BR-1 CABLE BRACING
2 SCALE:NTS
EVE RAIL
EYE BOLT FOR CABLE TENSION
1/8° S.S. CABLE
IR DETAIL CALL OUTS"
1-1Wx54 -x 1I8°ALUM. FLAT
BAR. WITH (2) 3/6° DIA CONCRETE
ANCHORS.MIN.2al EMBEDMENT
'
•
' 411
d
29Q Ix ANGLEEA
(1)1n'DIATHRUB0LTWITH
SIDE
NYLOCKJAM NUTNAM NUT WITH
THREADLOCKER MAY BE USED, IN
UEU). DO NOT OVERTIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
O FOR MANG 2X3 UPRIGHTS, USE
(4)614x X/ SMS INTO POST
/— BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MIMMUMCONORETE
EMBEDMENT.
°>OV
TOP VIEW
SIDE VIEW AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHTPERPLAN /
(1) M" OIACONCRETE
1X20.B. ANCHOREOTO CONCRETE
SCREW ANCHORS INTO
WITH 1I4' DIA. CONCRETE SCREW
EACH LEG
ANCHOR ®24° O.C. MAX
(4)014 x W/ SMS INTO POST
FOROORNERCONNECRON
FASTEN IM WITH 012 x 3/4°
SMS @ 24' O.C.
I ., •I 01X2
' u (4)614x2 SMSTHRUIX2
■R�M0
mim
0 0
UPRIGHT
INTO POST TOP VIEW
FROM VIEW AT CORNER
!2')
UPRIGHT TO FOUNDATION CONNECTION
SCALE: NTS
Note - Orientation may be different.
NOTES:
1. SEETHE NOTE BELOWFOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWNARE
FOR ILLUSTRATNE PURPOSES. DO NOT COUNT SCREWS ON DRAWING,
2. GUSSET DIMENSIONS AREA MINIMUM (2) REO'D-(1) EA SIDE OF BEAM -MAY BE INTERNAL
OR EXTERNAL
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN I I/4"C/C SPACING.
4. GUSSET LENGTHS REMAIN CONSTANT WIDTHS CHANGE TO MATCH BEAM SIZE
G-1 TYPICAL INTERNAL/EXTERAL GUSSET CONNECTION
2 SCALE:NTS
OPTION 1:-
W BACKING PLATE
WITH (4) 610 x IAn'
SMS INTO
SCREW BOSSES (TYP)
2^x 2-x 19°ANGLE WITH (2) 010 x
W4^ SMS IN EACH FLANGE, EACH
SIDE (TYP)
,—PURU W GIRT/ CHAIR RAIL
e
S
®AV o� W o g
'� C� 7W7 "
4qj= A
®46
0
NCO
rev w
rm--16 PURLIN /GIRT/ 0.13 TO HOST CONNECTION
2 SCALE: NTS
SNAP ORS II I
SELF -MATING EEAM Jl�l
ONLY
WOOD:
610x3'WOOD SCREWS@ FROM
I
ENDS a O.C.
C
CONIC.
1Ix3^CONCRETE SCREW
ANCHOR
@ R 6°FROM ENDS 8 24" O.C.
•
(4) 614 x T4 SMS INTO
GUSSET PLATE
O O
POST
PER PLAN I DETAILS
O O
BRICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
m
CONCRETEEMSEDMENT
PURUN PURUN
O
O
2�
OOW
•
-
a'
•. �m
(2) C14 X T SMS THRU BRACE INTO
d
ry
BEAM THRU GUSSET PLATE
- ,
A
0ep
SIDE VIEW
PER PLAN
�DJ
BRACE AT INTERMEDIATE JOINT
CO CRANCHOREDTO
CONCRETE WITH 1/4° OIA
--FT
ANCHOR
2b D.C.
EMBED) @ 24° O.C.
214x W4 EMS INTO
' tare^Du, CONIC.
4m A ANCHOR, EMBED MIN.
d r.
�—FOOIING, SEE PLAN F�
FRONT VIEW DETAILS
tDJ-1 DOORJAMB CONNECTION
2 SCALE: NTS
� 1/4' DIA. THRU BOLT WITH NYLON
BRACE AT EAVE RAIL WASHER B STAINLESS STEEL NUT
tBR-3 ROOFSRACING
2 SCALE:NTS
d
V
C
0)
7
O
V 0) SI M
0Mm
LL X G° ',2
T 0 O
s d2LL
L Ej
O Yo-j
N
a �^y
ai � ao
s a
F ii
d
O
I1
SHEET
2
4 , T
0.125' THICK W BRACKET ® EACH BEAMIPURUN:
ATTACH BRACKETTO FASCIA WITH 318E xY LAGS IS
PER BRACKETI AND TO GUTTER WITH (1) 3S°X 3-
LAGO24.O.C.
I-X r OPEN BACK IS NOT NEEDED IF
GUTTER HAS SPLINE GROOVE.
OTHERWISE, CONNECT In TO
BEAM/PURLIN WITH (2) #10 x 2.110 SMS
THRU BEAM/PURUN INTO SCREW
BOSSES. CONNECT In TO GUTTER
WITH (1) 910 x 1-=' SMS ® 6° FROM
0
0
NOTE.
(2) 3/B• DIA, x 4- LAG SCREWS FOR
SPANS GREATER THAN 3VT
ATTACH INSIDE FACE OF BEAM WTHI
COUMN USING Y x 2' x Ire' x BEAM
DEPTH LONG ANGLE WITH (B) 914 x 3/R
SMS EACH LEG.
COLUMN PER PLAN. NOTCH COLUMN
TO ACCEPT CARRIER BEAM
1-12' x 16'x 0.125•A WM STRAP WITH
(5)#14XW4'IN BOTH CARRIERBEAM
AND POST EACH SIDE. (10 TOTAL)
O
O
O
O
0
O
O
O
DETAIL AT CORNER
Yx 2' X 1/B" x YANGLE VATH (EM
014xWl SMSIMO BEAMPUNUN
AND IF In IE SCREWED TO
MIMMUM OF 2' x 4'.IF LESS, Y%4'
PT SUB FASCIA SHALL BE PLACED
�°
O
O
BEAMUSINGSCREW BOSSEs)*I7
SUPERGUTTER
BEHIND EXISTING AND LAG LAG
SCRENSSHALLBELENGTHENED
O
X 3/P SMS INTO In (OR GUTTER).
TO FULLY PENETRATE SUB FASCIA
REPEATONOTHER SIDE OF
IF NO FASCIA IS EXISTING, AGO 2•x
O
'x2" O.D. ATTACH TO UPRIGHT
BEAMPURUN
4• PT FASCIA WITH 12° ON, LAG
O
WITH (2) 010 x 211 SMS THRU
WHEN BEAM IS URGER THAN GUTTER,
.062°BACKING PLATE
BOLTS, EMBEDDING I-12°INTO
UPRIGHT INTO SCREW BOSSES
2 IM-x 11/C x 0I(MEN.) ALUM
ON INSIDE OF GUTTER
TRUSS TAILS. PREDRILL WRH3/B°
1'x2°O.B. ATTACHE
V FROM
IDE
RECEIVING CHANNEL W/MIN. (2)012x
DIABITTO PREVENTSPUTTING
EACH SIDE OF POST
EACHPLUS
OF RIGHTMS
EACH SIDE OF UPRIGHT AND
3/v SMS
WITH 012 x 1-=' SMS
TYPICAL AT24" O.C. MA%
® W FROM BOTTOM
AND 2P O.C.
RH-1 BEAWPURLIN
TO GUTTER CONNECTION
C-4 CARRIER BEAM TO COLUMN CONNECTION
3 SCALE:NTS
3 SCALE:NTS
Y x3" IW x Y LONG ANGLE WITH
(2) $12 x 1-10 SMS INTO POST& (1)
31B" DIA X 2-12' CONCRETE SCREW
ANCHOR INTO UNCRACKED
2) 318E DIA THRU BOLTS IN COLUMN
CONCRETE (HOLE DEPTH=112y
®ic
AND INTERNAL ANGLES.
CHAIR RAIL
CHAIR
TxY o.B.
RAIL
2' x Yx 1/4" (LENGTH= INTERIOR OF
TANP•A•WIDTHOF
COUMMANGLE WITH
O
4o}A`°101
OIA CONCRETE SCREW ANCHORS (S
IS
Q.
O
y
c°Umnsle.
xx4 2THRCO
ITABLENTOU A'FOROUANTRY) TE(HOLE
DDEPTH- RACKED CONCIA EOLHOLE
BOLTS
UIMNR)"DIA
d12
X ANGUR
E(4)
%3/4' SMS EACH FLANGECOWMN
®
PERP
n
-in OPEN BACKANCHORED TO
CONCONCRETE WITHDIA.
ANCHORS 0 6- FROM
ENDS AND 24 D.C..
MIN.
CONCRETE EMBEDMENT.
IF
PR
PAVERS ARE PRESENT, SENT, D GRILL
THROUGH TINTO FIN
EMBEDMENT INTO FOUNDATION.
BASE BASE
77
4
..
FRONT VIEW SIDEVIEW
B 4 SUBPOST CONNECTION
rB-4
3 / SCALE:NTS
AT CORNER POST
AT CENTER POST
B-A3 POST TO FOUNDATION INTERNAL CONNECTION
llll
4 / SCALE:NTS
NV I VX ISO iUM FLANGE O
PURUN TO OVERLAP UPRIGH
SAW RAIL INTERNALLY
SCREW THRU BEAM INTO
SCREW BOSSES WITH (3) II10
x I-12" SMS
ATTACH 1%2TO SAVE RAIL
WITH 010 X i-12' SMS ®6'
FROM ENDS & 24.O.C.
Y x Tx 1/B° PLATE %TTH (2) O11
x 3/4-SMS EACH SIDE OF BEAR
UPRIGHTPERPLU
C-2 UPRIGHT TO PURLIN CONNECTION
3 SCALE:NTS
PLAN VIEW
ANCHOR
MEMBERSIZE
NOF
SCREWS
a2-2%3
4
a4-2%5
6
Y(B-2XT
S
us -as
10
WE)
12
RDOFBEAM/
PURUN PER PUN
SI6' (TYPE
SEAJMI
I Ir `ATTHZx7x IWx[D
IIIILLLIIIIOOYJJF--I-l_f-l1LSLL�f 11IIIIJJJIIII PURUNTOCARRIERBEAM
CARRIER BEAM PER WITH 2' x B x M] L 10EPTH
PUN OF ROOF BEAM) LONG
ANGLE WITH x SMS.
BEETABLE FORR OUIJ
A
OF SCREWS. (TYP EACH
SECTION VIEW 610E)
C-S CARRIER BEAM TO ROOF BEAM / PURLIN CONNECTION
3 SCALE:NTS
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