HomeMy WebLinkAboutREVISION - PLANSCONTRACTOR: VH Exteriors, Inc.
Applicable Codes. Regulations, 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 AA ADMI Specifications for Aluminum Structures, Pan I -A of the
Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide [e
Aluminum Construction in High Wind Areas.
3. ASCE 7-10.
Loading Criteria
1. Live load: 30 PSF per 6lh Edition (2017) Florida Building Code, Appendix I Section 105.1
2. Dead Load: 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Calegory 1.
3.2. Ultimate Design Wind Speed: Vusr= 150 MPH. Nominal Design Wind Speed: VAT =
- 116 MPH -
3.3. Exposure Category, Section 1609.4.3: Exposure C
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Carona" TYPE 1- Screen
Enclosure / Screen Room: Nan -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE / MANSARD I TRANSVERSE GABLE
2. Roof Material: 3" X 48" x 0.032" composite panel Elite 2000, 1.00 density foam Florida
Product Approval Number FL 7561-R4.
Foundation Design
• Existing concrete stab. No additional concrete footing or slab is required to resist the
loads imposed upon the existing slab by the proposed construction tribe existing slab'
a minimum of 4" thick and in sound condition, free from structural cracking spalling
or other deterioration.
• New 24" x 24" x 24" Isolated Fooling w/(1) 45 top and bottom each way and poured w/
2,500 PSI concrete The foundations are based on a minimum soil bearing pressure of
1,500 oaf.
Specifications
The following specifications are applicable to this project:
1. Where concrete specifications are required, whether in the screen enclosure scope or no; by
one or mom regulatory agency, the following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type I,- ASTM C 150
H. Aggregates -Large Aggregate 3/4" max -ASTM C 33
iii. Air entraining +/-1%-ASTM C260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, gmde 60
ii. Welded wire fabric - ASTM A185
G. Concrete slump at discharge chute not less than 3" or more than 5". Water added after
hatching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of Standard
Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cue or polyethylene curing permitted.
f Prior to placing concrete, treat the entire subsurface area for termites incompliance
with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated with a bituminous
paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy
3. Fasteners are required to be comosion resistant, minimum SAE Grade 2 or better zinc plated to
ASTM B633, or coated stainless steel series "300", in uncoated stainless steel series "400".
4. Approved concrete screw anchors to be Simpson Titan -HD or equivalent.
5. All Self Mating Beam Sections are to be stitched with either 1114 screws 6" from ends and 24"
center to center or 012 screws 6" from ends and 12" center to center.
6. The mirdmum nominal thickness ofprotector panels (kickplates) shall he an industry standard
of 0.024 inches.
7. Screened enclosures containing swimming pools shall comply with the applicable requirements
of FBC R4501.17 Residential Swimming Barrier requimnents.
8. Screen material shall be 18114 screen unless approved by Florida Aluminum Engineering, Inc.
9. Door location shall be determined by contractor in the field
10. 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, thine; or 3,000 PSI grout to ensure full positive contact with concrete.
11. All flashing and waterproofing shall be provided by the contractor.
12. Use of these plan acknowledges and accepts a limit ofliability not to mcced design and
engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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ALUMINUM MEMBERS DIMENSIONS
HOLLO W SECTIONS
2x2: 2"x2"x 0.046"
2z3: 2"x3"x O.050"
2x4: 2"x4"x0.050"
2 x 5: 2" x 5"x 0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x 0.040"
1 x 3: 1" x 3"x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3"x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
2 x 4 SMB:
2" x 4" x 0.044" x 0.100"
2 x 5 SMB:
2" x 5" x 0.050"x 0.100"
2 x 6 SMB:
2" x 6" x 0.050"x 0.120"
2 x 7 SMB:
2" x 7" x 0.057"x 0.120"
2 x 8 SMB:
2" x.8"x 0.072"x 0.124"
2 x 9 SMB:
2" x 9" x 0.072"x 0.124"
2 x IO SMB:
2" x 10" x 0.092"x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINBvIUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMI'SON TITEN HID OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OREQUIVALENT
MEMBER SIZE
EDGE'C"
2X4
Y"
2X5
1i"
2X6-2X10
1 1Y"
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) 910 x 1 V2" SMS
1"z FASTEN TO EAVE RAIL
W/010x 112"SMS TFROM
UPRIGHT 6 24" O.C.
(1) 12" DIA, x 212" THRU BOLT
W1 NYLOCK JAM NUT- IN UEU
OF NYLOCK JAM NUT, JAM NUT
W/ THREADLOCKER MAY BE USED
1/6" x Tx 2" EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SIDE
I
] j
SLAB/FOOTING - -
SEE PLAN . . .
(1) 318" DIA CONCRETE
SCREW ANCHORS
(2 1/4" CONC. EMBED)
BASEPLATE-TYP
1M'N CO
AOR.BmMM
".�M2" MIN EDGE DISTANCE FROM
4. EXTERIOR OFCOLUMN TO
OUTSIDE EDGE OF SLAB
SIDE VIEW
e
SLAB/FOOTING •'
SEE PLAN
FRONT VIEW
(1) 12" DIA. THRU BOLT vN NYLOCK
JAM NUT - IN LIEU OF NYLOCK JAM
NUT, JAM NUT W'THREADLOCKER
MAY BE USED
TIGHTEN TO CONTACT - DO NOT
OVERTIGHTEN
1 x2" BASE PLATE ANCHORED TO
CONC W/ 1/4" CONCRETE SCREW
ANCHOR (MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST AND
24" O.C. MAX
B "x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL
A-2 SCALE NTS
21/T x VW x (GIRT OR PURLIN
WOTH+12"x BEAM DEPTH
OR UPRIGHT DEPTH -12')
ALUM BACKING PLATE
6063-T6 ALUMNINUM
CHAIR RAIL
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C PURLIN OR GIRT TO BEAM OR POST DETAIL
A-2 SCAUR NTS
NOTE:
SEE CALL -OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. DO NOT COUNT
SCREWS ON DRAW NG.
2.x SMB BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
2" z PURLINS ATTACHED TO 914 SMS @ 1 1/4" O.C.
BEAM WMIN(4)#10x 112"SMS (24 TOTAL)
PLACE WASHER UNDER SCREW
2x2"PURLIN-NOTCH BOTTOM
FLANGE TO OVERLAP UPRIGHT
IN GUSSET CORN ER
2x 2'x 116"5052-H32 ANGLE EA SIDE
/
//
OR
2z2"x 0.062'S052-H32 RECEIVING
/
3/16"5052.H32 GUSSET, i/ii.
/�/
1"
\_2"x SMB UPRIGHT
(SEE A-1 FOR SIZE)
INSTALLATION REQUIREMENTS:
BOLT IS TO BE INSTALLED ASTO
NOT DAMAGE BASE MATERIAL.
DO NO OVER TIGHTEN.
PATENT PENDING
UPRIGHT TO BEAM CONNECTION
A-2
SCALE: NTS
1 1/4"
TYP
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM (2)
REO'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1N'
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
0 _ �®
- - MP
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EACH SIDE - SCREWS SHALL
ENGAGE BOTHIPBliONAOdD/'1
UPRIGHT BB��iidd 6�d��ee
2" x
1 " x 2" x 0.044" OPEN BACK INTERNALLY
SCREW TO UPRIGHT W/ (2) #10 x 11/2'
SMS & FASTEN TO EAVE RAIL W/
#10 x 1 12" SMS SPACED 6" FROM
UPRIGHT AND AT 24" O.C.
NOTCH POST AS REQUIRED
FOR 2" x 2" EAVE RAIL
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A-2
1 112 GAGE ON
A A SCREW ANC ORS 6 EACH BEAM ATTACHED ET (NOTE
2) 3 8" DIA, x 4" LAG SCREWS FOR �%`�
• FASCIA W/3/8"x WLAGS (3 SPANS GREATER THAN 30'-0" �_� ••'•. �(�,�/� `
PER BRACKET) AND (1)3/8"z3" .� 2 i LAG @ 24" O.C. AT GUTTER LL 6• Y
(1) 3/8" DIA. x 4" LAG Q Q . y O 0 y
1"x2"x 0.044"OPEN BACK SCREW INTO EXISTING = C2 O
T'z2"x1/8"x4"ANGLE p
3"x 3" x 0.093" W/ (2) #IDx 212" SMS THRU OVERHANG FRAMING PROVIDE #14 x 1" INTO EACH O 4. W O UL, .
OR RAFTER TAIL MEMBER AS INDICATED "7 ~ POST BEAM INTO SCREW BOSSES BELOW (J) •,(I Ha-. O.' G'
I —A I A� (1)#10z 112"SMS6" i6- , Z v% y
FROM BEAM AND 24" O.C. '•. ' �q
3"x3"x 118"ALUM FLANAGED --- --- �0 Q �,\
POST BASE W/(2)3/8"DIA. THRU \ NOTE: ",'••. '' \� ..••
BOLTSINTOPOST&(8)1/4"DIA. \ CONNECTION DETAIL �� '� y � %%%
-- — -- ®'•® ANCHORSNNTO CONCRETE CRETE SCREW\ \ ` AT EAVE RAIL - — — — — — — ,,JJIJJIII//II 1 P\%%ow ` SIMILAR
P1
MATING
2,500 PSI CONCRETE •, -�;: ELEMENT W LLI
o a W O. c4
..•�,•t1_.`•:_•. ry'!'J`t•'�:�.`':�: :''•:.. o o CONTRACTOR TO VERIFY
Z rRf
2'x "FASCIA
'x LESS r0 d
�2�,2"�-i,, .'--F \ • CORNER POST lL Z
+ 1 : 1i8"x 2'x 2"x 2"ALUM SUB FASCIA SHALL BE x4 W Z 1 i
e �;� J,,•, v, +•,•.'�.:.'. EACH EACH FLANGE GUTTER LAG SCREWLACED 3T O FUGLV� 6063-T6 ALUMINUM J Q Z
•y_.j,-; _: ;•,: 24' SIDE OF BEAM PENETRATE SUB FASCIA. 4"x4"x1/8"PLATE
/ z
�e
_ ANGLE W 5" SUPER
SMS
.�: -;•;:' , IF OTHER FASCIA, ADD 2" x
W/#14x1"INT0 EACH I / 0 Z
(1)#S REBAR ? ... ..,. FASCIA LAG EMBER AS INDICATED
TOP & BOTTOM �' :.
., ..,v: i�..•••„" 21le"x11/e"x.062"MIN: TAILS -COUNTERSINK -
-+r •i `: •` " r :'' •'.''....'': ALUM RECEIVING CHANNEL FL FLUSH. WHEN INSTALLING ® IIL` • — — — _ — 0
M K-BRACE:
�. �. �% FROM WALL 2"
SIDE WALL 2" z
e.;;+. �.�•�e �. �• •'•'�- W/MIN #12x 3/4"SMS V7'LAG SCREWS, e a o F
'(� PRE-DRILLW/3/8"DRILLTO-------- a
^ PREVENT SPLIT
TING. g
•:-��,;'.':': <`•;.!`::;: '.'.' BASE PLATE 0
i24" x 24"� C
pus _
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/ G7 � GUTTER BRACE & MAT] NG ELEMENT ATTACHMENT DETAIL H-1 CORNER K-BRACE DETAIL (�j � z
B-�_ STANDARD ISOLATED FOOTING DETAIL ^ 3 SCALE NTS
A- ] SCALE: NTS „-3 A_'3 SCALE NTS J Z J m S 3 Z
Q W 56Om
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LL
A -A
71E GAGEON 2"x5"x UM 8063-T6 2"z2" I E#ANGLE x INTO
SCREW ANCHORS ALUMINUM STRAP PROVIDE #74 x 1"INTO EACH 6
6063-T6 ALUMINUM MEMBER AS INDICATED S
WI (4) #12 x 3/4" IN BELOW X
EACH LEG & (2) #12 w
To
SCREWS — _ _
SS
I- o
3"x3"z 0.093" ---- oo ----
POST ® o•
. 7r7�!
RE INTO FOR W
/ I
I A A� ®gyp°M//��' LI1�,1wi1d
DETAIL #2 K- BRACE' \� oX • ST. LUCIE VOUN Q 0 U i
1"z2"OB W/1/4"CONCRETE 3" x 3' x 118' ALUM FLANGED FROM WALL 2"x3"x 0,050" • ®/'a6/ NZ W
SCREW ANCHOR 6" POST BASE W/ 12) 3/8" DIA. THRU SIDE WALL: Z' x 2" x 0.046' — _ _ e — 6dd 6./ W > a
FROM UPRIGHT 8 BOLTS INTO POST & (6) 1/4" DIA
...o Q r Ot
x 31/2"CONCRETE SCREW e • o • J H'
24"O.C. (MIN. 3"EMBED.) 1-1't 2"x5"x V8"BOB&T6 - O N� m
ANCHORS INTO CONCRETE ALUMINUM STRAP —
00 6063-T6ALUMINUM GIRT-;::
IRT • • o I .i3 d 7 N LL tL
W/ (4)1112 x &4" IN o / a �;^[
P DRAWN BY
EACH LEG 8 (2) #12 I / / K- BRACE: e I } . I Y'1 T`
�Sra
° 4 TOE SCREWS / / FROM WALL:2"x 3"x0.05D" / / / I _ \+� � 1 y, TP
° I SIDE WALL: T x 2" x 0.046' 1 ATE DRAWN
" —2 t2'—J' ° •oo• / I G_r e F N.
„ 04l17/19
•e _ _ y; t _ n a REVISION
qat 09/20/19
DETAIL41
B-2 H-3 _ ROOF BRACING CONNECTION DETAIL H-2 INTERMEDIATE K-BRACE DE ` IL•� _
INTERIOR 3" x 3" POST TO CONCRETE CONNECTION DETAIL SCALENTS /� SCALE : NTS
A-3 SCALE NTS A-3 A -3 SHEET NO:
A-3
F
I I
L®J
6"WIDEx 0.125"'Z"BRACKtT 71l7'z 3"x 17/2'z 0.050"
ALUM RECEIVING
` Q� � M
ILL 6•. �y i
y
@ EACH BEAM ATTACHED TO
CHANNEL WI(1)#10x 72"
= co
Q
FASCIA W#3/6"x3"LAGS (3
TEK SCREWS @e"O.Q
_� o
z
ILL]LAG
PERBRACKh�AND(i)3B"x3"
@ 24" O.C. AT GUTTER
,I W (O
-.F EXISING HOST WALL a 'c)
V
I—
0 Z
#14 x 4" SMS W/
1 1/7' DIA. NEOPRENE
= N .•
Q' 0
Q
f— : 2
1"z 2" x 0.044" OPEN BACK FACED WASHER @ 4" O.C.
-I� •••••.••
W/(2)#10x212'SMSTHRU C
INTO SCREWBOSSES 3 COMPOSITE ROOF
O •••
---�NG
,.
•Q
BEAM
-INSTALL.,,
2 x 3 PB
•• RO�
v
-?� "q-' " •a
1#10x71/2"SMS6•• a :'9 u"°?�?`ry.
'ah+=:'
UNDER EXIST IFLASNG DRIP EDGE
/ ,�•�
\
IK y \\\\
FROM BEAM AND 24" O.C. .•a5 d�
3"x 0.082" EXTRUDED — —_ — --_
// /11
111111
� \ 2.'•k'� 1_-�.:?}•',!"�
RECEIVER CHANNEL
— —
/
1
\
•
#14z 3/4"SMS@6"O.C.
• ,
W LLI
m
TOP AND BOTTOM
•
d
- a.
GUTTER TO BEAM
W/ 1 1/7 DIA. NEOPRENE
— -- — _ _
z m
\ o m
CONNECTION
WASHER @TOP SCREWONLY
Fl/l/z
—
L, #74x 212"SMS
S
AT 12"O.C.
.. !v
.r7`al'-y *',+1.>J,�ti *iPw`
CONCRETEZ
(2)1/4"x3"QUICKSET
W Lo
W z2"x
7'x 1/8"z 7'ALUM.
n� s"�:?,=.rF ,.yea. j 'S��ANCHORS
INTO WALLJLL.R
'
ECEIVING CHANNEL W/ 2"x SMB
n ),k�s a11/2"x21/6"x172'x3"x0D62"
',.,,�. �>aa� t „1
WOOD:
ALUM RECEIVING CHANNEL SCREWS
Q Q C,
z
(4)#14x5/8"SMS CARRIER BEAM
,p�,,?„-„--,.,,-' =="`- "''
(2)7/4"x3"LAG
z
1-1/4"O.C. INTO BEAM
W/(3)#14x 3/4"SMS EACH / INTO WALL
0 a- N
EACH SIDE
SIDE BEAM
V1 z
5" SUPER
GUTTER (4)3/e"DIA
DIA.
W U
THRU BOLTS
LAG SCREWS
3" COMPOSITE PANEL @6"O.C.
/
C
O Q
a
3" x 0.033"
POSTT
C
G
�\
S-1 COMPOSITE PANEL TO FASCIA DETAIL
S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
z R
Z z m
/ J GUTTER BRACE TO POST TO ROOFsPANEL ATTACHMENT DETAIL
A4 SCALE: NTS
N �' z
A A SCALE NTS
- t
A-4
m z 0 4 1 _
^^ s
fig—jg
Q �
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LLAzm�
O z lar`
rg
1"x2" O.B. FASTENED TO CORNER
a
q
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POSTW/#12x11/2"SMS ATE" FROM
'h g
J W
7iB"x2"x2"EXTRUDED
TOP & BOTTOM RAILS. TYPICALLY @
LL
ANGLE 5052 H-32 ALLOY I • • (4) #74 x 314"SMS
I 24" O.C.
• m INTO DJ
I i 1/8"x Tz2"EXTRUDED ANGLE 5052
CORNER POST H-32 ALLOY EA CORNER W/ (2) #14 x 7'
EMS INTO POST & (1) 3/8" DIA
EXISTING
$
,, 6•� CONCRETESCREWANCHOR INTO
HOST
.a
!
CONCRETE
WALL
'•
nvcnoa enaeommur
2 #10z 11/2"SMS— —
THRU SCREW BOSSES
SLAB/ FOOTING
SEE PLAN va a
rt
►E® FOR
3" z 0.067' EXTRUDED RECEIVER
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4.
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<- `
AN
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SLAB/FOOTING.
J
CHANNELW!#14x3/4"SMS
a
®®E C011APLIe4N
Wh 1 1/2"DIA. NEO-WASHER
SEE PLAN .. a 4" ° . &:
@6"Q.Q..
SIDEVIEW
T. LUCIE COUNT
/
..•
SIDEVIEW p}q$ (/��
BOOCC
¢ LU
Q
CORNER POST W/ 1"x 2" @
O C)
I— Z D!
t ��
(1)3/SCRE CONCRETE
(4)#14N BACKSIDE
�
(J�—W
'c••>Lh "
SCREW ANCHORS 2"x2"DJ
(21/4"GONG. EMBED)
INTO
INTO POST
3/8"x LENGTH AS REQUIRED,Q
Q a px
J
/
3"COMPOSITE /
ROOFPANEL #74x 3/4"SELF-TAPPING
SCREW@8 D.C.
—
1"x2"BASE PLATE --- SCREW/A°EHOE' 00 -
O. N i. kJ
DRAWN BY
'
ANCHORED TOCONCW/1/4'
CONCRETESCREWANCHORis Tq €
TIP
DATE DRAWN
CONCRETE'
/
f °
EMBED) :.
C1) 1 /4" z 21/4" SCREW
TYPE MASONRY
1"z 2" BASE PLATE
ANCHORED TOCONCW/1/4" :
� � �
CONCRETESCREW ANCHOR °
_
EACH d,
6"MAX EACH SIDE OF POST F
P s+.� k t
AND 24" O.C. MAX,p p
I r
04/17/19
ANCHOR @ O.C.
#-6� �.
W
WOOD:
O 1/4 2 "x3"LAG SCREWS
(MIN.11/4"EMBED)
6" MAX EACH SIDE OF POST q- °
AND 24" O.C. MAX 8
�'
< Cfid1 Ye1a
1 09/20/19
@ 9' O.C.
..
S-3 COMPOSITE PANEL TO HOST CONNECTION DETAIL
FRONT VIEW
n-C4rK
FRONT VIE a1
— IA
�IA
A A SCALE: NTS
^i
SHEET NO:
DJ-1 DOORJAMB TO CONCRETE DETAIL
CP-1 CORNER POST CONCRETE DETAIL
SCALE NTS
A-4
A_4 SCALE Nrs
A_4
1111I/, .
``,,I�gllll
1"x 2" OPEN BACK
BEAM
EXISTING HOST WALL
Q co
2
Q
0x "
LU J
O W/2)#1LY
TO BEAM W/(2)#70x 2"
a W
: Q
7'x2'.'x 1SMSINLE
CONCRETE:
•• O
U)
SINTO
WI RBEAM
1/4"x2114"CONCRETE
` Z
v
BEAM B#14x Y'SMS
#14x
INTO HEADER
SCREW ANCHOR,
END8@24"O.C'
L•'.'
'',0"'•••"•""•'•••Q���`,
WOOD:
FROM
"WOOD
— — — -- —
14" x 3" LAG
I FROM 2"O.0 6
ENDB@EWSO.0
CONIC:
7/4" DIA. x 3" CONCRETE
W
SCREW ANCHOR, 6"
FROM GIRT 8@24"O.C.
e
L11
® J.
/
I
(4) 010 x 11R' INTO
Z 1
{
. 2-
SCREW BOSS
to
y
W Z
J K
i
O
Z Q Z
2"z 7"SMB
CONCRETE:
(3) 1/4" DIA. x 2114" CONCRETE
�2"x
0 C. H
11/Tx 21/8"x 112'x 0.062
SCREWANC14OR
WOOD:H
7'OR 7'x 3"HOLLOW
1/) Z
uiALUM W
RECEIVING CHANNEL
W/ (4) #14 x 3M" SMS
(3) 5/16S/16' DIA x 3" LAG SCREWS
I SECTION GIRT
W c U
G
-
EACH FLANGE
/ INTO WALL STUDS
0 O
x2
c
a
�Z�
G-1 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
G1 TO HOST STRUCTURE DETAIL
z — r= 0 z
A_5
SCALE NTS
_1X2
-C SCALE: NTS
!1 J
= Z F _
u n n s
J � �LLmT
•
Q uj m
W E°
Q
z�
d' a
6" WIDE x 0.125" "T' BRACKET
OJ z
g
EACH BEAM ATTACHED TO
W
CARRIER BEAM W/ (3) #14 x 1"
LL
CONTRACTOR TO VERIFY 7' x
SMS 8 TO GUTTER LIP W/ (3)
"
(2) 1/8x 7' x 7' x 4" ALUM
4" FASCIA - IF LESS THAN 7' x
#72 x 3/4" SMS
ANGLES W/(4)#72x 518"
4" FASCIA, 2"xIV' SUB FASCIA
1"z 2"OPEN BACK
SMS EACH FLANGEN
SHALL BE PLACED OVER,
INTERNALLY SCREWED
EXISTING HOST WALL
1"x 2" x 0.044" OPEN BACK
LENGTHEN LAG SCREWS TO
FPENETRATE SUB
TO BEAM WI (2)#10x 2"
W/ (L) #10 x 2 t Il' SMS THRU
FASCIA. IF OTHER FASCIA,
BEAM INTO SCREW BOSSES FiROM BEAM AND 24"O.O
- -
ADD 2" x 4" PT FASCIA w/ 1/7'
2" z 2" x lX' ANGLE
CONCRETE
(1) #10 x 7 72" SMS 6"
MATING ELEMENT
LAG BOLTS - 1 1/Y' INTO
TRUSSTAILSCOUNTERSINK
W/ (2) #14 x 3/4" SMS INTO
1/4" x 2 7/4" CONCRETE
FROM BEAM AND ZV O.C. /
— — — — — — — —
-
FLUSH. WHEN INSTALLING
BEAM B#14x 7'SMS
INTO HEADER
SCREWANCHOR,
FROM END 8 r� 24" O.C.
/
REV
\ C• .'
RG Y
7/Y' LAG SCREWS, PRE -DRILL
\ ��
w/&B" DRILL TO PREVENT
SPLITTING.
__ __ -__ __ -_
W
__ 7//T7x 8" LAG SCREWS,
\ \ '•-+` ' /
N J
6" FROM END &@ 24"O.0
PLIAMC
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LLJ
CC
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MATING #MQRogy
ELEMENT
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e
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Q y
x'
Mw
OSSES
Q O W
U
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e
7/8"x 7'x 2'x 7'ALUM o mm
H e
0
"2"
el2
GUTTER
BRACE
o
r
ANGLE W/(4)#14x 3/4" 5"SUPER
SMS EACH FLANGE - GUTTEROLL
Jss n
LL
6" LONG BRACKET g�
EACH BEAM ATTACH
e I
e Mn
EACH SIDE OF BEAM
DRAWN BY
i
- ---- -
�
FASCIA W/1/4"x 3'LAGS(2
LAGS (2
., -..
2 BwS El �
PER BRACKET) AND (1)114"
x 3" LAG ® 24"O.C. AT
2" x 8" SM9
CONCRETE:
(4) if4" DIA. z 21/4" CONCRETE
, iq E
+�W=11AERR 6 -,
TP
DATE DRAWN
GUTTER AND (4)#12x 1"
SCREWANCHOR
21/8"x 11/6"x.C62"(MIN.) FaSAM - ,c 1-
SMSINTO GUTTER LIP
11/T'z 21/B"x172"x 0.062
WOOD:
ALUM RECEIVING CHANNEL • 1[-
04,117119
ALUM RECEIVING CHANNEL
(4)5/16'DIA. x WLAG SCREWS
W/ MIN. (2) #12x 3X'SMS
W/(6)#14x 3/4"SMS
EACH FLANGE
INTO WALL STUDS
' F:
09/20/19
S-4 MATING ELEMENT ATTACHMENT Coi
GUTTER CORNER DETAIL
EAM TO HOST STRUCTURE ATTACHMENT DETAIL
Egg S •
S-6 GUTTER BRACE R MATING ELEMENT ATTACHMENT DETAIL
-
A_fj
�
SCALE NTS
rk;� NO:
A_5 SCALE NTS
A_5 SCALE: MS
5