HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED: I
REVISION FEE:
wt.
PERMIT #
RECEIPT #
St.
zxt
NT SERVICES .
N SIO 0 py.
RRG - E �
_C
(772) 462-1553 F, (7 ) 565 -1F-w
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE ('
ADDRESS: 2tor12_ Coni-fe' —Drl fir-,
f:br-L let-e. rc,e , r-L 3A451
lr"y,; ,A
2. DETAILED DESCRIPTION OF PROJECTREV
"'
REVISIONS:
h la-m I na EnG10.S(Lr�
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC 1258459 ST. LUCIE COUNTY CERT. #:
BUSINESS NAME: The Porch Factory LLC
QUALIFIERS NAME: James Brann
ADDRESS: 7356 Commercial Cir 4D
4.
CITY: Fort Pierce STATE: FL ZIP: 34951
PHONE (DAYTIME): (772) 465-6772 FAX: (772) 46.5-3252
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
-el STATE: �L _
FAX:
ZIP:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: Suncoast Aluminum Engineering LLC
ADDRESS: 13630 58th St. North Suite 101
CITY: Clearwater STATE: ET, ZIP: 33760
PHONE (DAYTIME): (7271532-9000 FAX: (727) 532-9008
Revised 07/22/2014
2' VALLEY GUTTER
(TYPICAL)--N
R/W LINE
FND IR ('NO ID
(0.1 NORTH,
0.1' WEST)
EXISTING
RESIDENCE
LOT 54
FFE=101.97
PROJECT BENCHMARK
SET NAIL/TIN TAB (NO' ID)
. r1Fl _i nn_nn (ACCI IAar•n)
R./W LINE
FND IR (NO ID)
(0.2' NORTH,
0.5' WEST)
'EXISTING
RESIDENCE
LOT 52
FFE=101, 60
CALCULATED
McNC-11rIf1A1
FND'IRC 4286 1
0.2, WEST)"' N
LEGEND
10D.U,E. Gj� 99 6
A
R
= CENTRAL ANGLE
=CURVE RADIUS
- _ OHU OHU
L
- CURVE LENGTH
• . i ��
N69 09 18 W FND IRC 4286
(0)
(P)
- CALCULATED
= PLAT
CERTIFIED TO:�9-=-►R 65. 00' (0.1' WEST)
FND
= FOUND
J �q
IR
= 5/8" IRON ROD
GHO MEADOWOOD CORPORATION
UNPLATTED ACREAGE 9s
CHU
- OVERHEAD UTILITIES
DESCRIPTION
CM
= CONCRETE MONUMENT
FFE
- FINISH FLOOR ELEVATION
LOT 53, FIRSY REPLAT IN MEADOWOOD UNIT 3, • ACCORDING TO THE PLAT THEREOF, AS RECORDED
PKD
= PK NAIL AND DISK
IN PLAT BOOK 38,. PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
P.L.S. = PROFESSIONAL LAND SURVEYOR
LB = LICENSED BUSINESS 1
SAID LAND CONTAINS 0.22ACRES, MORE OR LESS. '
P.B.
R/w
- PLAT BOOK
RIGHT—OF—WAY
SURVEY` OTES
®
= C WELL I
(V
= Tdt7
AT&TPEDESTAL
1. This survey is not valid without a signature and original embossed seal of a Florida
= WATER METER,
Professional Land Surveyor.
=WOOD POWER POLE
2. Description provided by client and/or their agent.-
= GUY ANCHOR
3. The last date of field work was June 29, 2017.
®
= SET IRC LB 7056
4. Underground improvements and foundations were'not located as part of this survey.
'shown
CONC
= CONCRETE:'..-.
5. Bearings hereon are based on the South Ft/W line of Conifer Drive, bearing
IRC
a #5 IRON ROD & CAP
SO'09'18"E, per plat. All • bearings are relative thereto.
D.U.E.
- DRAINAPE AND UTILITY EASEMEF
6. All boundary information shown is calculated per plot, unless otherwise shown..
"X",
—X—
- 6' VINYL FENCE•
7. Property lies in Plaod torte per map 12111CO160 J, dated 2-16-12.
Q
CABL� TELEVISION BOX
8. Additions or deletions to survey maps or reports by other than the signing party or
El
a ELECTRIC- SERVICE BOX
parties is prohibited without written consent of the signing party or parties. NSLRWCO
= NORTH ST. LUCIE RIVER.WATER
9. All elevations shown ore based onl an assumed datum.
CONTROL DISTRICT
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS; ANO/OR EASEMENTS OF RECORD. SUCH
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY 8Y,
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
REF, JOB NO.
I DRAWN BY
DATE '
DRAWING NO.
17.1850-106
MINH
6/29/17
17.1850-106
F.B.,PG.
CALCULATED BY
SCALE
SHEET NO.
16-245/43
RCL
1 "=30'
1 OF 1
P �_bo // 77
LAVENT . FLORIDA P.L.S. #5209 DATE
BOUNDARY SURVEY
PREPARED FOR
GHO MEADOWOOD CORPORATION
LAVENTURE do ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
°—E 774 W. MIDWAY ROAD
FORT PIERCE, FLORIDA 34982
L8 7056 (772) 398-6430 PHONE (772) 398--6426 FAX
CONTRACTOR: 'brie Yorch P
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16
Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in
high wind areas, 2010.
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic
Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: VOLT =150 MPH, VAsn =116 NIPH
3. Exposure Category, Paragraph 1609.4.3: B
4. Screen Roof Enclosure Table 2002.4
Foundation Design
Existing concrete. No additional concrete footing or slab is required to
resist the loads imposed by the proposed construction if the existing slab is
a minimum 4" thick with an 8" x 8" thickened slab edge and in sound
condition, free from structural cracking, spalling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. Where concrete specifications are required, whether in the screen enclosure
scope or not, by one or more regulatory agency, the following specifications
are applicable:
a. Concrete shall conform to ASTM C94 for the following components.
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1% - ASTM C 260
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, grade 60
ii. Welded wire fabric - ASTM A185
c. 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 cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites
. in compliance 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 corrosion resistant, minimum SAE Grade 2 or
better zinc plated to ASTM B633, or coated stainless steel series "300", or
uncoated stainless steel series "400".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6"
from ends and 24" center to center or #12 screws 6" from ends and 12" center
to center.
5. All Porch Factory Beam Sections are to be stitched with #12 screws, 6" -from
ends and 12" center to center.
6. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
7. Screen material shall be 18/14 screen. unless approved by Suncoast
Aluminum Engineering, LLC.
8. Door location shall be determined by contractor in the field.
9. 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.
10. All flashing and waterproofing shall be provided by the contractor.
11. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
Roof Type
Roof Type: MANSARD
WIND SPEED AND'' ' 7 )SURE HAVE
BEEN DETERMINI'_ 'JNG THE ADVANCED
TECHNOLOGY CG'zi:- L'S WEBSITE
AND GOOGLE EARTH.
D�-7 0
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR CO ANCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
REVISION
V
VIP.
2X2
2X2
2X2
2X2
2X2
Ul
Ld
IL
IL C4
A-2
2X2
2X2
2X2
2X2
2X
2X2
'
A-2
2X2(TYP)
A-3
---------0 10
-
1X2(p ��.
f`1r
n�
IT
n�
n�
n4.
N
vi
a
�a
ya
,�a
c�
0
2X2
2X2
2X2
2X2
N
N
1 )
A-2
A-3
-
6'-6'
6'-6'
6'-6'
6'-r
6'-6'
6'-6"
0 0-
Nam. Z Czy am:
/ •...
PROFESSIONAL SEAL
CONCEALED FASTENERS OR ATTACHMbNfTn
ARE ThI . RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
� ❑ LJ
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W Z vC� Z
L1J y G 2 z
wtj Otj
WF=-
2
Z V o
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J
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Zr,om
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Q LL1 14' T
O LLA m N.
U Z jog,
Z C7 0<==
=D z m ..
EfwMUD
DRAWN BY
TP
DATE DRAWN
08/15/17
REVISION
10/24/17
SHEET NO:
A-1
9
A
g
c
a
0
t a
r
2' VALLEY GUTTER
(TYPICAL) -,,,,-
R/IN LINE
SET NAIL/TIN TAB (NO' ID)
EL=100.00 (ASSUMED)
20' CONIFER DRIVE 99•�6
3PHALTOop6 (60, R/)
1�
FND IR ('NO ID
(0.1' NORTH,
0.1' WEST)
REQ.
f�Cf"T EXISTING
IDES _ I RESIDENCE
SIDES
t�i1 `�o LOT 54
FE=101.97
EAR 1.� P
10. 2'
•.
0
S89'09'18"E
65.00'
10' D.U.E.
in ---
�i
N
10.0' 22.3'
r
tV
0
bw
w�
ao
�Lo
o. r-
WAJ .
-2-COVERED
4.0'•' 1 ENTRY
6, 3' 18.7' 10. C
Co LOT 53
�0irc%4
^ PROPOSED ,
RESIDENCE
PROPOSED
MINIMUM FFE=101.67
0,
/0 '
d'7,
S ,
o
• Q. .
In
L0
N
o
15.3' r' 0c),14.2
_
1`0,0'
�,p►
z
`1
o.
0
o,
r��Op;1 10i
CALCULATED
POSITION--,
374.57'
1® R./W LINE - -
FND IR (NO ID)
(0.2' NORTH,
0.5' WEST) N.
Er
12.V , SCALE 1 "=30'
I U�
•.,
EXISTING
N 0
RESIDENCE
�0
LOT 52
'
LC
p �-
FFE=101.60
10.0'
0
12.3'
10.2'-
.3.� d- -� Z'L
FND IRC 4286 0 Ira
1' sour
0. 2' WEST)H' N
LEGEND
10 99
10' D. U. E. 6
A
R
- CENTRAL ANGLE
=CURVE RADIUS
9g
-"*-OHI1 Q U
klu
L
- CURVE LENGTH
N89'09'1 8"W RC 4286
(P)
= CALCULATED
= PLAT
99.6'
CERTIFIED TO: �""�- 65 00 (O WEST)
• FND
- FOUND
'
IR
= 5/8" IRON ROD
GHO MEADOWOOD CORPORATION : 9S
UNPLATTED ACREAGE
IP
= 1/2" IRON PIPE
OHU
- OVERHEAD UTILITIES
DE S C R I P TI O N
CM
= CONCRETE MONUMENT
FFE
= FINISH FLOOR ELEVATION
LOT 53, FIR3T REPLAT IN MEADOWOOD UNIT 3,' ACCORDING TO THE PLAT THEREOF, AS RECORDED
PKD
= PK NAIL AND DISK
IN PLAT BOOK 38,. PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. •
P.L.S.
LB
= PROFESSIONAL LAND SURVEYOR
= LICENSED BUSINESS
P.B.
- PLAT BOOK
SAID LAND CONTAINS 0.22 ACRES, MORE OR LESS. '
R/w
= RIGHT -OF --WAY
SURVEY' NOTES
®
o
= EXISTING WELL
= AT&T PEDESTAL
1. This survey Is not valid without a signature and original embossed seal of a Florida
®
= WATER METER
Professional Land Surveyor.
CICL,
= WOOD POWER POLE
2, Description provided by client and/or their agent.
E-•
= GUY ANCHOR
3. The last date of field work was June 29, 2017.
0
= SET IRC LB 7055
4. Underground Improvements and foundations were'not located as part of this survey.
'shown
CONC
= CONCRETE:;•:
5. Bearings hereon are based on the South f2/W line of Conifer Drive, bearing
IRC
= #5 IRON ROD & CAP
S89'09'18"E, per plat. All -bearings are relative thereto.
D.U.E.
= DRAINAgE AND UTILITY EASEMENT
6. All boundary information shown Is calculated per plat, unless otherwise shown..
-X-
5' VINYL FENCE-
7. Property lies in flood torte "X', per map 12111CO160 J, dated 2-16-12.
Q
= CABLE TELEVISION BOX
8. Additions or deletio6s to survey maps or reports by other than the signing party or .
El
= ELECTRIC' SERVICE BOX
parties is prohibited without written consent of the signing party or parties. NSLRWCD
= NORTH ST LUCIE RIVER.wATER
9. All elevations shown are based on an assumed datum.
CONTROL DISTRICT
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS,
RESERVATIONS, AGREEMENTS; ANO/OR EASEMENTS of RECORD. SUCH
c�
r' ••"^'-�
/
{1'� /l • y
INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY
BY:
/'
OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
RICHA C. LAVEN FLORIDA P.L.S. #5209 DATE
KLVI„V"
LICJI."11'I1VlV
"AIL
BOUNDARY SURVEY •
PREPARED �OR
GHO MEADOWOOD CORPORATION
LAVENTURE do ASSOCIATES, INC.
PROFESSIONAL SURVEYING AND MAPPING
774 W. MIDWAY ROAD
LB 7056 • (772) 398 6430 CPHONE IDA 34982
(772) 398-6426 FAX
REF. JOB NO.
DRAWN BY
'DATE 'DRAWING
N0.
17.1850-106
MWH
6/29/17
17,1850-106
F.B.,PG.
CALCULATED BY
SCALE
SHEET NO.
16-245/43-
RCL
1 "=30'
1 OF 1
0
1P
I
CONTRACTOR: The Porch Facto.- T
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16
Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2010 Edition and the Guide.to Aluminum Construction in
high wind areas, 2010.
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic
Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind
Speed: VULT =150 MPH, VASD =116 MPH
3. Exposure Category, Paragraph 1609.4.3: B
4. Screen Roof Enclosure Table 2002.4
Foundation Design
Existing concrete. No additional concrete footing or slab is required to
resist the loads imposed by the proposed construction if the existing slab is
a minimum 4" thick with an 8" x 8" thickened slab edge and in sound
condition, free from structural cracking, spalling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. Where concrete specifications are required, whether in the screen enclosure
scope or not, by one or more. regulatory agency, the following specifications
are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150 -
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1% - ASTM C 260
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, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5".
Water added after batching 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 cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites
in compliance 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 corrosion resistant, minimum SAE Grade 2 or
better zinc plated to ASTM B633, or coated stainless steel series "300", or
uncoated stainless steel series "400".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6"
from ends and 24" center to center or #12 screws 6" from ends and 12" center
to center.
5. All Porch Factory Beam Sections are to be stitched with #12 screws, 6" from
ends and 12" center to center.
6. Screened enclosures containing swimming pools shall comply with the
applicable requirements of FBC R4501.17 Residential Swimming Barrier
requirements.
7. Screen material shall be 18/14 screen. unless approved by Suncoast
Aluminum Engineering, LLC.
8. Door location shall.be determined by contractor in the field.
9. 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.
10. All flashing and waterproofing shall be provided by the contractor.
11. Use of these plans acknowledges and accepts a limit of liability" not to
exceed design and engineering fee.
Roof Type
Roof Type: MANSARD
WIND SPEED ), 0SURE HAVE
BEEN DETER'__ I iING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
#— e'-V --I
I r;c�E PLANS AIND ALL PROPOSED WORK.
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT.
L ORDER
q01 MPLet3Yr(N 1U APPLICA A CODES:
irM��Sp�Rq��TiAeCHuUM)
jpgiiOR OF KORD
S T. DP `FISIOYN
REVLp'ii ly x OR L- CE
REVIEWED
DATE
PLANS ANT PERNHT MUST BE K
NO LNISPECTION WILL, BE ND
11A-3
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DRAWN BY
TP
DATE DRAWN
08/15/17
REVISION
SHEET NO:
A-1
9
r
,a
ALUMINUM MEMBERS DIMENStr' '5
HOLLOW SECTIONS _
2 x 2: 2" x 2" x 0.046"
2x3: 2"x3"x0.050"
2x4:2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
Ix3: 1"x3"x0.045"
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"
SELF MATING (SMB)
2"x 4 SMB: 2" x 4" x 0.044" x 0.100"
2x5SM11: 2" x 5" x 0.050" x 0. 100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2x7SMB: 2"xT'x0.05T'x0.120"
2x8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
PFB: PORCH FACTORY BEAM
MEMBER SIZE
EDGE "C"
2X4SMB
Yz"
2X5SMB
1"
2x6 - 2X10SMB
' 1 y"
MEMBER SIZE
EDGE "C"
3.75 PFB
X,
5.75 PFB
134.
6.76 PFB
12"
EAVE RAIL (SEE A-1 FOR SIZE)
INTERNALLY SCREW THRU BEAM
W/ (3) #10 x 1 1/2" SMS
1"x FASTEN TO EAVE RAIL
W/ #10 x 1 1/2" SMS 6" FROM
UPRIGHT & 24" O.C.
(1)1/2" DIA. x 21/2" THRU BOLT
W/ NYLOCK JAM NUT -IN LIEU
OF NYLOCK JAM NUT, JAM NUT
W/ THREADLOCKER MAY BE USED
BEAM NOTCHED
OVER UPRIGHT
(SEE A-1 FOR SIZE)
INSTALLATION REQUIREMENTS:
(SEE A-1 FOR SIZE)
BOLT IS TO BE INSTALLED AS TO
I
�
NOT DAMAGE BASE MATERIAL
V
DO NO OVER TIGHTEN.
PATENT PENDING
UPRIGHT TO BEAM CONNECTION
A-2
SCALE: NTS
1/8"x2"x2'EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SIDE
,q ••
21M
,ANCHOR
SLAB / FOOTING N
SEE PLAN
(1) 3/8" DIA. CONCRETE
SCREW ANCHORS
(21/4" CONC. EMBED)
. • • 1 1!P MIN CONC
CONC � ♦ ANCHOR EMBECMEN'
3E0MENi
. 4•
SIDE VIEW
1 i
i
�' " a• . + ; 1"x 2" BASE PLATE ANCHORED TO
°. • a ° ° CONC W/ 1/4" CONCRETE SCREW
SLAB /FOOTING ANCHOR (MIN. 1 1/4" EMBED)
SEE PLAN ao a, 6" MAX EACH SIDE OF POST AND
a: 24" O.C. MAX
FRONT VIEW
B UPRIGHT TO CONCRETE DETAIL
A-2 SCALE: NTS
x 2" O.B. BASE PLATE -TYP
5d MIN EDGE DISTANCE FROM
EXTERIOR OF COLUMN TO
OUTSIDE EDGE OF SLAB
2" x PURLINS ATTACHED TO
BEAM w/MIN (4) #10 x 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
3/16"5052-H32
1 1/4"
(1)1/2" DIA. THRU BOLTw/NYLOCK
JAM NUT - IN LIEU OF NYLOCK JAM
NUT, JAM NUTw/THREADLOCKER
MAY BE USED
TIGHTEN TO CONTACT -DO NOT
OVERTIGHTEN
NOTE:
SEE CALL -OUT BELOW FOR # OF SCREWS.
SCREWS SHOWN FOR ILLUSTRATIVE
PURPOSES ONLY. DO NOT COUNT
SCREWS ON DRAWING.
#14 SMS @ 1 114" O.C.
r(20 TOTAL)
NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM (2)
REQ'D' (1) EA SIDE'OF BEAM -MAY BE
INTERNAL OR EXTERNAL. .
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 1/4'
C/C SPACING.
3. GUSSET LENGTHS REMAIN CONSTANT,
WIDTHS CHANGE TO MATCH BEAM SIZE.
lone
Q; �
LL O o•: \YJ
=a.
F- o.Q
U 0
/
p6�i
.•
Ro�'V`��.
21/2" x 1/8" x (GIRT OR PURLIN
WIDTH + 1f2" x BEAM DEPTH
OR UPRIGHT DEPTH -1/2')
ALUM BACKING PLATE
6063-T6 ALUMNINUM
I1 11 �(4) #10 x 1 10SMS INTO
CHAIR RAIL MEMBER 1 1 SCREW BOSSES
/BEAM
C PURLIN OR GIRT TO BEAM OR POST DETAIL
A-2 SCALE: NTS
1" x 2" x 0.044" OPEN BACK
FASTEN TO EAVE RAIL W/
#10 x 1 1/2" SMS SPACED 3"
FROM UPRIGHT & @ 24" O.C.
x PURLIN
2"x2"x1/8"x&'LONGALUM
ANGLE EACH SIDE UP UPRIGHT W/
(2) #12 x 3/4" SMS INTO PURLIN
(2) #12 x 3/4" SMS INTO 2" x 2"
(2) #12 x 3/4" SMS INTO UPRIGHT
(2) #12 x 3/4" SMS INTO 1" x 2"
F SLOPED PURLIN CONNECTION DETAIL
A-2 SCALE: NTS
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DRAWN BY
TP
DATE DRAWN
08/15/17
SHEET NO:
A-2
DE x 0.125"'T' BRACKET
NOTE:
1/8" S.S. CABLE
�\ �j-
@ EACH BEAM ATTACHED TO
(2) 3/&' DIA. x 4" LAG SCREWS FOR
1/8" x 6" x 1 1/4" A 36 GALV.
STEEL CLIP W/ 3/8" DIA.
v, •'
' • , %
/L
FASCIA W/ 318" x 3" LAGS (3
SPANS GREATER THAN 3U-91
(2)
PER BRACKET) AND (1) 3/8" x 3"
x 2 3/4" EMBEDMENT
Q 141
c"
LAG @ 24 O.C. AT GUTTER
(1) 3/8" DIA. x 4" LAG
CONCRETE SCREW
- �-
tL 4
1"x 2" x 0.W' OPEN BACK
SCREW INTO EXISTING
ANCHOR
_ a:: Z,
W
(p LLI Q _
W/ (2) #10 x 21/2" SMS THRU
BEAM INTO SCREW BOSSES
OVERHANG FRAMING
OR RAFTER TAIL
DBL COMPRESSION
-
N i
Z j ~ v0 O -
SLEEVES
a •Q • .
(q Q .
(1)#10x11/2"SMS6"
FROM BEAM AND 24"O.C./
J-4
O
•' �J \
PROFESSIONAL
SEAL
SLAB / FOOTING
MATING
SEE PLAN
ELEMENT
1/8" S.S. CABLE
❑
• •
Q
• •
CONTRACTOR TO VERIFY
1 1/4" x 5 5/8" x 1/8"
0
Ld
e •
2" x 4" FASCIA- IF LESS
ALUM FLAT BAR
U
C
•
1/8"x2"x2"x2"ALUM • •
THAN 2" x 4" FASCIA 2 x 4"
SUB FASCIA SHALL BE
�6'=SUPER
r
f
6063-T6 ALUMINUM
W
n L
ANGLE W/ (4) #14 x 3/4"
PLACED OVER, LENGTHEN
e
LCu
Q mSMS
EACH FLANGE
GLAG SCREWS TO FULLY
LL
O
Z
c
EACH SIDE OF BEAM
PENETRATE SUB FASCIA.
j a
d
SLAB/FOOTER
c Q z
IF OTHER FASCIA, ADD 2" x
MID DEPTH
O m m
CL
4" PT FASCIA w/ 1/2" LAG
, ' s
W
W
z Z-
BOLTS-1 1/2" INTO TRUSS
TAILS -COUNTERSINK
a
®°r.'
Z
W z z
21/8"x11/8"x.062'(MIN.)
FLUSH. WHEN INSTALLING
:<
FD
ALUM RECEIVING CHANNEL
1/2" LAG SCREWS,
. • S;
W U` O u
W/ MIN. (2) #12 x 3/4" SMS
Z
f. j =
PRE-DRILLw/3/8"DRILLTO
W
of u.
PREVENT SPLITTING.
(1) 3/8" DIA. x 3" EMBED
SLAB / FOOTING
CONCRETE SCREWANCHOR
SEE PLAN
.ti
G GUTTER BRACE & MATING ELEMENT ATTACHMENT DETAIL
H-1
A-3
SCALE: NTS
CABLE
A-3
CONNECTIONS AT FOUNDATION
SCALE: NTS
Q
_
Z
o�
F— Z r s
co
OLW�•'J` m m z
na
U L a N N
GUSSET PLATE
SELF MATING
Z C7 v+ 3 CC ap
PER ESERIES
BEAM
o gmg
N W mdW s
4"
PURLIN MAX
(9) #14 x 3/4 SMS
1/8" PLATE ON 45' ANGLE
WOOD:
CONTRACTOR TO INSTALL
6063-T6 ALUMINUM
#10 x 3" WOOD SCREWS, 6"
(2) #14 x 2" SMS THRU BRACE
FROM GIRT & @ 12" O.C.
INTO BEAM THRU GUSSET
r
LI.I
CONC:
pL/p�
r
1/4" DIA. x 3" CONCRETE
— — — —
Q
SCREW ANCHOR 6"
DETAIL #2
• • • • /
FROM GIRT & @ 24" O.C.
• / — — — — — _
Q W LLI
(4) #10 x 11 /2" INTO
/
•
LL U
It
SCREW BOSS
Z LLI
•
%
- — — — —
EYE BOLT FOR CABLE TENSION
/
W
•
/�I
o } c+)
I
0
-- — —
/
d CD N LJL
-
1 1/2 CONTRACTOR SHALL RUN
I
DRAWN BY
2" x 2" OR 2" X W HOLLOW
1/4" THRU BOLT TO ATTACH,
I
TP
SECTION GIRT
4„
W/ NYLON WASHER &
PERIMETER FRAMING
DATE DRAWN
!
Mom• STAINLESS STEEL NUT
I I
1„x z,
• • . 5„
I I
08/15/17
REVISION
1 1/2" x 5" x 1/8"
(4) #12 EA MEMBER
Q
5052-H32 PLATE
DETAIL #1
C-� 1X2 TO HOST STRUCTURE DETAIL
H-3ROOF BRACING CONNECTION DETAIL
H-2
SHEET NO:
A-3 SCALE: NTS
CABLE
CONNECTION AT CORNER
A-3
SCALE: NTS
A-3
-
SCALE: NTS
�_
.4
I
1
118" x 2" x 2" EXTRUDED (4) #14 x 3/4'SMS
ANGLE 5052 H-32 ALLOY • • INTO DJ
21WMINCONC -
SLAB !FOOTING < d ' ANCHOR EMBEDMENT
SEE PLAN
SIDE VIEW
(1) 318" DIA. CONCRETE I
SCREW ANCHORS 2' x 2" DJ
(21/4" CONC. EMBED)
1" x 2" BASE PLATE '
ANCHORED TO CONC W/ 114' a
CONCRETE SCREWANCHOR a r a
(MIN. 1 1/4" EMBED) A +�
6" MAX EACH SIDE OF POST • aq• ; d� a
AND 24;' O.C. MAX 8 ' a
.; d ;
FRONT VIEW
6,1-1 DOOR JAMB TO CONCRETE DETAIL
A4 SCALE: NTS
Jx
�
2 i
i
- i
_n-'
Q o
i4 0
c co
1111110\\
1"x 2" O.B. FASTENED TO CORNER
POST W/ #12 x 1 1/2" SMS AT 8" FROM
TOP 8 BOTTOM RAILS. TYPICALLY @
{{
i I
24" Q.C.
I
t
1/8" x 2" x 2" EXTRUDED ANGLE 5052
CORNER POST
-
I
H-32 ALLOY EA CORNER W/ (2) #14 x 7'
SMS INTO POST & (1) 318" DIA.
B„
CONCRETE SCREW ANCHOR INTO
}
CONCRETE
(2) #10 x 1 1/2" SMS
i
—
THRU SCREW BOSSES
21/4" MIN CONC
ANCHOR EMBEDMENT
SLAB / FOOTING
SEE PLAN
as 4 '
LLa
SIDE VIEW
CORNER POST W/ 1" x 4" @
(4) #14 x 3/4" SMS
BACKSIDE
INTO POST
3/8" x LENGTH AS REQUIRED
FOR 2.1l4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
1" x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
_
ae •• ;
CONCRETESCREWANCHOR
1�
(MIN. 1 114" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
d
FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
At9 SCALE: NTS
OV
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DRAWN BY
TP
DATE.DRAWN
08/15/17
REVISION
0
SHEET NO:
A-4