135 Pine St RESO21-0083 Demo Screen RoomOWNER:ADDRESS:CITY:STATE:ZIP:
GOLDSCHMIDT SONDRA ATLANTIC BEACH FL 32233-4011
COMPANY:ADDRESS:CITY:STATE:ZIP:
IMPACT ENCLOSURES INC 11653 Central Parkway Jacksonville FL 32224
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170636 0100 SALTAIR SEC 03
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
135 PINE ST
RESIDENTIAL OTHER SINGLE OR
TWO FAMILY RESIDENTIAL
OTHER
DEMO EXISTING SCREEN
ENCLOSURE AND BUILDING
NEW WITH SLAB
$13597.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 10/29/2021
PERMIT NUMBER
RESO21-0083
ISSUED: 10/29/2021
EXPIRES: 4/27/2022
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING PERMIT 455-0000-322-1000 0 $120.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $60.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.45
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.30
TOTAL: $235.75
2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS REVISION INFORMATIONAL
Notes:
Any plan change must be submitted as a Revision to the Building Department.
5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
2 of 2Issued Date: 10/29/2021
PERMIT NUMBER
RESO21-0083
ISSUED: 10/29/2021
EXPIRES: 4/27/2022
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
RESO21-0083
RESO21-0083
RESO21-0083
RESO21-0083
23' 10"8'
12
' 3
"
Composite Roof
Screen Room
All setbacks are measured to walls
11
'
6
"
2'
0
"
RESO21-0083
This item has been electronically signed and sealed
by Harold W Coffield,PE on using a
Digital Signature.
Printed copies of this document are not considered
signed and sealed and the signature must be
verified on any electronic copies.
Harold W Coffield, PE
2743 Anniston Rd
Jacksonville, FL 32246
904-571-7106
FL PE #50407
2020 Florida Building Code,
Category 1
Top View
Top View
Right ViewLeft View
Goldschmidt Residence
135 Pine St
Atlantic Beach, FL 32233
Builder: Impact Enclosures
Exposure: C
Wind Zone: 120 mph
New Concrete
3' 0"
9' 0"
8' 7"
14' 0"
7'
8
"
3'
0
"
8'
7
"
9'
0
"
3' 0"
8' 7"
9' 0"
12' 3"
6' 2"6' 2"
1x2 TYP
2x2 TYP
2x3 TYP
2x
3
S
P
2x
3
S
P
2x
4
2x3 SP2x3 SP
1x2 1x2
1x
2
T
Y
P
2x
2
T
Y
P
1
x
2
T
Y
P
2
x
2
T
Y
P
3' Composite Roof
2
x
3
T
Y
P
2
x
3
T
Y
P
DocuSign Envelope ID: 84BCF5C4-FA6F-45F7-974F-696953DA6F33
9/30/2021
CONTINUOUS CANT BEAD OF
COMPATIBLE SEALANTEXIST
I
N
G
RAFTE
ROR TR
U
S
S
2X2X1/5’’ CONTINOUS
ANGLE TOP AND BOTTOM
#10x3/4’ SMS @ 6” O.C. TOP
AND BOTTOM
1/4” LAG BOLT TOP AND BOTTOM
THROUGH RECEIVING CHANNEL
@12” O.C.
ROOF PANEL ATTACHMENT - WOOD FRAME1 2
2” NOMINAL STRUCTURAL
FASCIA MIN.
CONTINUOUS CANT
BEAD OF COMPATIBLE
SEALANT
#10X3/4” SMS
@ 12” O.C. TOP
ROOF PANEL ATTACHMENT - WOOD FRAME 3 ROOF PANEL JOINT
SEAL JOINT W/ COMPATIBLE SEALANT
4
1/4” LAG BOLTS @ 12” O.C. W/ 1 1/2” MIN.
WASHER DIAMETER, 1” MIN. LONGER THAN
PANEL THICKNESS.
POST
TOP PLATE
FASTEN MIN. 2”X2”X1/8” ALUMINUM
ANGLE W/ (3)#10x1 SMS TO TOP PLATE
ON EACH SIDE OF POST.
CARRIER BEAM & SUPER GUTTER CONNECTION
DETAIL SHEET 1
5
6
GUTTER & SMB ATTACHMENT (2X8 & LARGER)
PURLIN ATTACHMENT (2X8 & LARGER)
BEAM IS ATTACHED TO GUTTER W/
2X2X1/8” RECEIVING CHANNEL.
(5)#10X1” INTO GUTTER.
ONE LESS #10X1” THAN
SIZE OF BEAM INTO BEAM.
SMB
2” GUTTER STRAP IS ATTACHED
TO GUTTER W/ (3) #10 X 2”
EACH SIDE
(1)#10 X 2” SMS SCREW @ 24”
O.C. ENTIRE LENGTH OF GUTTER
MIN. 2X6 NOM.
STRUCTURAL FACIA
BEAM
PURLIN
PURLIN IS ATTACHED TO
GUTTER / FASCIA & BEAM W/
1”X2” INTERNAL CLIP OR
EXTERNAL C-CHANNEL
2” GUTTER STRAP IS ATTACHED
TO GUTTER W/ (3) #10 X 2”
EACH SIDE
MIN. 2X6 NOM.
STRUCTURAL FACIA
2” NOMINAL STRUCTURAL
FASCIA MIN
1/4”X3 LAG BOLT
THROUGH RECEIVING
CHANNEL @ 12” O.C.
3” RECEIVING CHANNEL
(1)#10 X 2” SMS SCREW @ 24”
O.C. ENTIRE LENGTH OF GUTTER
EXIS
T
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R
A
F
T
E
R
OR T
R
U
S
S
Harold W Coffield, PE
2743 Anniston Rd
Jacksonvile, FL 32246
904-343-3052
FL PE #50407
2020 Florida Building
Code, Category 1
2020 Florida Building Code,
Category 1
DocuSign Envelope ID: 84BCF5C4-FA6F-45F7-974F-696953DA6F33
TYPICAL INTERNAL/EXTERNAL GUSSET (2X8 & LARGER)7
MIN. 2X6 NOM.
STRUCTURAL FACIA
GUTTER & SMB ATTACHMENT (2X7 SMB & SMALLER)8
PURLIN ATTACHMENT (2X7 SMB & SMALLER)9
PURLINS ATTACHED TO BEAM W/ (4)
#10 X 1” SELF TAPPING SCREWS.
Harold W Coffield, PE
2743 Anniston Rd
Jacksonvile, FL 32246
904-343-3052
FL PE #50407
2020 Florida Building
Code, Category 1
DETAIL SHEET 2
TYPICAL INTERNAL/EXTERNAL GUSSET (2X7 SMB & SMALLER)10
PURLIN DETAIL OPTIONS11
12” LONG X 3/18” THICK ALUMINUM
INTERNAL OR EXTERNAL GUSSET
EACH SIDE. WIDTH TO MATCH BEAM
BEAM IS ATTACHED TO GUTTER W/
2X2X1/8” RECEIVING CHANNEL.
(5)#10X1” INTO GUTTER. ONE LESS
#10X1” THAN SIZE OF BEAM INTO BEAM.
PURLINS ATTACHED TO BEAM W/
(4) #10 X 3/4” SELF TAPPING
SCREWS
(16) #14 X 3/4” SMS EACH
LEG OF GUSSET (32 SMS TOTAL)
#14 X 3/4” SELF MATTING SCREWS @ 6” FROM ENDS.
24” O.C.
2” GUTTER STRAP IS ATTACHED
TO GUTTER W/ (3) #10 X 2”
EACH SIDE
(1) #10 X 2” SMS SCREW
@ 24” O.C. ENTIRE LENGTH
OF GUTTER
PURLIN DETAIL OPTIONS12
PURLIN IS ATTACHED TO
GUTTER/FASCIA & BEAM W/
1”X2” INTERNAL CLIP OR
EXTERNAL C-CHANNEL
12” LONG X 3/16” THICK ALUMINUM
INTERNAL OR EXTERNAL GUSSET
EACH SIDE. WIDTH TO MATCH BEAM
(10) #10X1” SMS EACH LEG OF
GUSSET (20 SMS TOTAL)
#10 X 1-1/4” SELF MATING SCREWS @ 6”
FROM ENDS. 24”” O.C.
BEAM
PURLIN
2” GUTTER STRAP IS ATTACHED
TO GUTTER W/ (3) #10X2”
EACH SIDE
(1) #10X2” SMS SCREW
@ 24” O.C. ENTIRE LENGTH
OF GUTTER
MIN. 2X6 NOM.
STRUCTURAL FACIA
BEAM
PURLIN
TOP PLATE
2X2X1/8 ANGLE
ATTACHED TO
COLUMN & BEAM
W/ (3) #10X1”
PER SIDE.
COLUMN
PURLIN IS ATTACHED
TO TOP PLATE / BEAM
W/ 1”X2” INTERNAL
CLIP OR EXTERNAL
C-CHANNEL FASTEN
W/ (4) #10X3/4”
PURLIN IS ATTACHED
TO TOP PLATE / BEAM
W/ 1”X2” INTERNAL
CLIP OR EXTERNAL
C-CHANNEL FASTEN
W/ (4) #10X3/4”
(3) #10X3/4” FROM
U-CHANNEL TO TOP
PLATE
PURLIN
BEAM
(3) #10X3/4”
ATTACHES
U-CHANNEL
TO POST ON
EACH SIDE
COLUMN
2020 Florida Building Code,
Category 1
DocuSign Envelope ID: 84BCF5C4-FA6F-45F7-974F-696953DA6F33
SMB COLUMN CONNECTION OPTIONS 14 SMB COLUMN CONNECTION OPTIONS CABLE CONNECTIONS AT CORNER15
SELF MATING BEAM
13
PURLIN & CHAIR RAIL IS
ATTACHED TO BEAM W/
INTERNAL CLIP W/ (1)
#10X3/4” TOP & BOTTOM &
W/ (2) #10x3/4” TO BEAM
PURLIN CHAIR & RAIL
CONNECTION OPTIONS16
Harold W Coffield, PE
2743 Anniston Rd
Jacksonvile, FL 32246
904-343-3052
FL PE #50407
2020 Florida Building
Code, Category 1
DETAIL SHEET 3
19 BOTTOM PLATE & COLUMN ATTACHMENT
TOP PLATE
U-CHANNEL
ATTACHED TO
COLUMN W/ (3)
#10X1” PER SIDE
AND (3) #10X1”
INTO TOP PLATE COLUMN
#10X3/4” INTO COLUMN
& BEAM W/ (1) LESS THAN
BEAM SIZE PER SIDE COLUMN
#10X3/4” INTO
COLUMN & BEAM
W/ (1) LESS
THAN BEAM SIZE
PER SIDE
SELF MATING BEAM(4) #10X2” SCREWED
THROUGH BEAM,
POST, & TOP PLATE
(9) #10X3/4” SMS
7”X7” X 1/8” MIN ANGLE
BRACKET ON 45° ANGLE
5/16” EYE BOLT WELDED
CLOSED WITH DOUBLE NUTS
& DOUBLE COMPRESSION
SLEEVE.
COLUMN
PURLIN CHAIR & RAIL
CONNECTION OPTIONS17
PURLIN & CHAIR RAIL IS
ATTACHED TO BEAM W/
INTERNAL CLIP W/ (1)
#10X3/4” TOP & BOTTOM &
W/ (2) #10x3/4” TO BEAM
18 SELF MATING UPRIGHT COULMN
FOUNDATION
2” MIN
SCREWD THROUGH ANGLE TO
COLUMN W/ (3) #10X1” SELF
MATING SCREW ON EACH SIDE.
1X2
BOTTOM PLATE
FASTEN MIN. 2”X2”X1/8” ALUMINUM
ANGLE TO SLAB W/ (2) 1/4” TAPCONS
ON EACH SIDE OF COLUMN. (MIN.
TAPCON EMBEDMENT INTO SLAB -2”)
COLUMN
1X2 BOTTOM PLATE
FOUNDATION
2020 Florida Building Code,
Category 1
DocuSign Envelope ID: 84BCF5C4-FA6F-45F7-974F-696953DA6F33
S.S. CABLE ATTACHMENT20
RISER / KNEE WALL CONNECTION23
Harold W Coffield, PE
2743 Anniston Rd
Jacksonvile, FL 32246
904-343-3052
FL PE #50407
2020 Florida Building
Code, Category 1
DETAIL SHEET 4
3” A.S.T.M. A-36 STEEL CLIP
W/ (2)2”X1/4” TAPCONS
1/8” S.S. CABLE W/ DOUBLE NUTS &
DOUBLE COMPRESSION SLEEVES
45° DEGREE ANGLE
1X2 BOTTOM PLATE
FASTENED TO FOUNDATION
W/ 1/4” TAPCONS 24” O.C.
(MIN. TAPCON EMBEDMENT
INTO FOUNDATION -2”)
2”X2” HEAVY WALL ANGLE
ATTACHED TO GUTTER W/
(4) #10X3/4 “ SCREWS
ON EACH SIDE OF COLUMN
GUTTER STRAP ATTACHED TO
GUTTER W/ (2) #10X2” INTO
BACK OF GUTTER THRU
FASICA & W/ (2) #10X3/4”
INTO FRONT OF GUTTER
COLUMN ATTACHED
TO HEAVY ANGLE W/
(1) LESS #10X3/4”
THAN SIZE OF
COLUMN ON EACH
SIDE
BOTTOM PLATE & COLUMN ATTACHMENT AT PAVERS
2” MIN
21
22 S.S. CABLE ATTACHMENT AT PAVERS
COLUMN
SCREWD THROUGH ANGLE TO
COLUMN W/ (3) #10X1” SELF
MATING SCREW ON EACH SIDE.
1X2 BOTTOM PLATE
PAVERS ON CONCRETE FOOTING
FASTEN MIN. 2”X2”X1/8” ALUMINUM
ANGLE TO SLAB W/ (2) 1/4” TAPCONS
ON EACH SIDE OF COLUMN. (MIN.
TAPCON EMBEDMENT INTO SLAB -2”)
1X2 BOTTOM PLATE
FASTENED TO FOUNDATION
W/ 1/4” TAPCONS 24” O.C.
(MIN. TAPCON EMBEDMENT
INTO FOUNDATION -2”)45° DEGREE ANGLE
1/8” S.S. CABLE W/ DOUBLE NUTS &
DOUBLE COMPRESSION SLEEVES
3” A.S.T.M. A-36 STEEL CLIP
W/ (2)2”X1/4” TAPCONS
1” PLATE
PAVERS ON
CONCRETE FOOTING
FOUNDATION
2’ 3/8” PAVER
2” EMBEDED
2020 Florida Building Code,
Category 1
DocuSign Envelope ID: 84BCF5C4-FA6F-45F7-974F-696953DA6F33
Harold W Coffield, PE
2743 Anniston Rd
Jacksonville, FL 32246
904-571-7106
FL PE #50407
NEW CONCRETE DETAIL SHEET 1
1 4” CONCRETE
2 4” CONCRETE W/ 6” EDGE
3 4” CONCRETE W/ 8”X8” FOOTING
NE
W
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4
”
T
H
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8”
T
h
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k
e
n
e
d
E
d
g
e
(
1
)
#
5
RE
B
A
R
3
0
0
0
P
S
I
NEW CONCRETE 4” THICK
8" Thickened Edge (1) #5
REBAR 3000 PSI
NEW CONCRETE 4” THICK
6” THICKENDED EDGE
3000 PSI
NE
W
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4
”
T
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6”
T
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D
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D
G
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300
0
P
S
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NEW CONCRETE 4” THICK
3000 PSI
NE
W
C
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4
”
T
H
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K
300
0
P
S
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4 12"X12" FOOTING W/ PAVERS
NE
W
P
A
V
E
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12
”
X
1
2
”
F
O
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WI
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1
#
5
T
H
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U
O
U
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PAV
E
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S
NEW PAVERS
12”X12” FOOTER
WITH 1 #5 THRU OUT
5 BLOCK STEM WALL & FOOTING
ALUMINUM
STRUCTURE
2"2"
CMU BlOCK UP TO 42"H
REBAR EXTENDING UP
FROM FOOTING EVERY 4'.
FILLED W/ CONCRETE
#5 REBAR
EMBEDDED
IN CONCRETE
ALONG TOP
ROW OF BLOCK
#5 "L" SHAPE REBAR
EMBEDDED INTO
FOOTING TURNED UP
THRU CMU BLOCKS.
4’ SPACING
(2) #5 REBAR
ALONG FOOTING.
SEATED 2" ABOVE
BOTTOM OF FOOTNG
16"
FOOTING 2500
PSI CONCRETE
Up To
42"
ALUMINUM
STRUCTURE
2"2"
CMU BlOCK UP TO 42"H
REBAR EXTENDING UP
FROM FOOTING EVERY 4'.
FILLED W/ CONCRETE
#5 REBAR
EMBEDDED
IN CONCRETE
ALONG TOP
ROW OF BLOCK
#5 "L" SHAPE REBAR
EMBEDDED INTO
FOOTING TURNED UP
THRU CMU BLOCKS.
4’ SPACING
(2) #5 REBAR
ALONG FOOTING.
SEATED 2" ABOVE
BOTTOM OF FOOTNG
16"
FOOTING 2500
PSI CONCRETE
Up To
42"
16"
GRADE
16"
GRADE
6 RAISED SLAB OR PAVERS W/
BLOCK STEM WALL & FOOTING
SLAB OR PAVERS
7 12"X12"X12" SPOT FOOTING
#5 REBAR
X PATTERN
12”X12”X12”
POURED CONCRETE
3'
2'
2'
PO
S
T
2500 PSI
CONCRETE
POST SUNKEN
24" INTO
CONCRETE
9 SPOT FOOTING
SUNKEN POST
#5 REBAR
X PATTERN
18”X18”X18”
POURED CONCRETE
8 18"X18"X18" SPOT FOOTING
2020 Florida Building Code,
Category 1
DocuSign Envelope ID: 84BCF5C4-FA6F-45F7-974F-696953DA6F33
Harold W Coffield, PE
2743 Anniston Rd
Jacksonville, FL 32246
904-571-7106
FL PE #50407
2020 Florida Building Code,
Category 1
Concrete Layout
Goldschmidt Residence
135 Pine St
Atlantic Beach, FL 32233
Builder: Impact Enclosures
Exposure: C
Wind Zone: 120 mph
New Concrete
New 12"x12" Footer
W/ (1) #5 Rebar
8'
2
"
12' 7"
DocuSign Envelope ID: 84BCF5C4-FA6F-45F7-974F-696953DA6F33
Roof Installation
Instructions
Note: Prior to installation please check underneath the first row of shingles
to make sure the drip edge is properly sealed. A licensed roofer may be
needed if there is a problem with the seal.
I. Preparing the Header Channel
Run the specified header along the wall of the house, resting it on the beam
or channel. Allow for the roof overhang at each side and mark. Remove
header, cut to size, pre drill for fasteners and apply two continuous lines of
sealant to backside of header. Secure to existing wall. When attaching to
fascia make sure that a 1/2” minimum is left between the bottom edge of
roof edge trim (P.E.T.) and the top flange of header. (See figure 1 & 3)
V
A
R
I
E
S
PRE-DRILLED HOLES @
EQUAL STAGGERED
SPACING FOR
CONNECTION TO FASCIA
THERMAL BREAK
ELITE PANEL INSERTED
AND FASTENED TO
HEADER
ELITE R
O
O
F
P
A
N
E
L
TOP
BOTTOM
CONTINUOUS LINE OF
STRUCTURAL GRADE
ADHESIVE
FIGURE 1
TWO CONTINUOUS LINES OF
STRUCTURAL GRADE
ADHESIVE SEALANT APPLIED
TO BACK OF HEADER
PLAN VIEW FOR PANEL COVERAGE
11'48"48"48"48"22 7 8"
COVERAGECOVERAGE COVERAGE
SIDE WALL
IF USED
O.H.
O.H.
2147 8"
HEADER
Note: To determine header length - multiply the number of full panels by 48”.
If any partial panels are used confirm the coverage with a tape
measure.
Roof Installation
Instructions
B. When attaching the header to the fascia board make sure the header is
installed a 1/2” below the drip edge. This is critical for keeping water
from being trapped between the header and the drip edge.
FIGURE 3
EXIST. ROO
F
D
E
C
K
EXIST.
STRUCTURE
1/2"
MIN.
FASCIAHEADER
ROOF EDGE TRIM
SHINGLESC. Before installing the roof
panels apply a
continuous bead of
sealant to the underside
of the header channel.
See figure #4.
III. Roof Panel Installation
A. Place roof panel #1 on front wall and slide panel into the header
channel. Make top of front wall is protected (box end of Elite panel) so
the panel does not scratch. It is suggested that the female edge will
always attach into the male edge.
1/2" PER FT SLOPE
FIGURE 2
1'
10'
KNEE WALL
(TYP)
OUTER SUPPORT
8'
HEADER ELITE INSULATED
ROOF
O/H
7'7"
II. Attachment to the Fascia
A. Preferred slope for the Elite roof panels is a 1/2” per foot. Notice in #2
with a roof span of 10’ the outside wall is 5” shorter than the fascia
height.
B. Square and secure panel #1 to facilitate the isolation of the
remaining panels. At this time you may want to run a bead of sealant
in the male recess before locking the next panel into place
(See figure#4).
Roof Installation
Instructions
IV. Sealing The System
A. Apply generous beads of sealant where the header attaches to the
fascia or wall.
B. Apply sealant to the top facing of the panel to the header
(see figure #1).
C. Each panel seam (see figures 5).
D. Keep in mind that a sealant tape may be used in addition to all these
connections (see figure 6)
E. Please remember to use denatured alcohol to remove the wax finish
prior to applying sealant to the panel.
Prior to running the sealant make sure you wipe down panels with a
denatured alcohol where you plan to run the sealant. Place second
panel onto the front wall, stay 1/2” outside of header. Raise male edge
of panel 8 to 12 inches maintaining top female facing in the male
recess for the full length of the panel. See figure #4 above. Allow the
panel to come down until it rests on the front wall. During this process
you will here a distinct “Click” indicating that the bottom facings have
engaged. Slide panel into header and then push to panel #1. This will
close the seam and allow the panels to properly interlock. Repeat
process until all panels are in place. Square and secure panels
according to the engineering plans.
1/4" Bead Min.
Rotate to lock
4" to 6"
FIGURE 4 INTERLOCK / UNIVERSAL LOCK
Roof Installation
Instructions
FIGURE 7 ELITE ADJUSTABLE RIDGE BEAM
ADJUSTABLE FROM 1:12 TO 7:12 SLOPE
ELITE ROO
F
PANEL
ELITE R
O
O
F
PANEL
SEE MASTER PLAN FOR ATTACHMENT DETAILS
V. Attachment of Gutters and Fascia
A. The attachment of E-gutter and E-fascia are shown in figure #9.
Fasten according to the size and spacing shown on the engineering.
B. The attachment of the drip edge fascia is shown in figure #10. Fasten
this according to the engineering. The drip edge will be used on all
three sides of roof and will receive a house gutter.
C. Sealing of the fascia and gutters are shown in figures 9-10.
SEALANT TAPE
NOTE:
SEALANT TAPE MAY ALSO BE USED
ON ALL JOINTS IN ADDITION, OR
INSTEAD OF LIQUID SEALANT
FIGURE 6 SEALANT TAPE
FIGURE 5 PANEL LOCKING
Fill with one part polyurethane or
thermo-plastc adhesive sealant Sealant will exude
slightly at seam
Use for all Gable and A-Frame installations
Roof Installation
Instructions
Panel Panel
FIGURE 9 PANEL WITH GUTTER
SEAL PRIOR TO
APPLICATION TO
PANEL
SEAL
SEAL PRIOR TO
APPLICATION TO
PANEL
SEAL
GUTTER
FASCIA
SEAL PRIOR TO
APPLICATION TO PANEL
FIGURE 10 PANEL WITH DRIP-EDGE FASCIA
WEEP HOLES TO BE
DRILLED IN BOTTOM
SEAL
PANEL
(TYP) HOUSE GUTTER
NOTE: Flashing is not recommended; however, if you must, please involve a
licensed roofer to insure correct procedure is followed.
D. One thing to keep in mind when choosing to use E-gutter- and E-fascia.
In heavy rains the water can accumulate very quickly on top of the
roof and not exit the gutter fast enough. Because the E-gutter and
fascia rise above the roof 2 inches, you may have as much as 2 inches
of water sitting on the roof with no place to exit. Consequently water
can possibly find its way into the room.
E. At Elite we suggest using new and improved drip edge fascia with a
weep (see figure #10). The drip edge does not sit above the roof thus
allowing heavy amounts of water to exit the roof and into the gutter.
Also the drip edge is equipped with a 1/2” channel that sits below the
panel to drain any excess water that would enter into the panel.