535 Atlantic Blvd Gate Petroleum Final Installation Drawing�12i_-IJI[ � 4
1706005
GATE PETROLEUM 1231
535 ATLANTIC BLVD
ATLANTIC BEACH, FL
PROJECT # 1706005
-mad
FINAL INSTALLATION DRAWINGS
DESIGN CRITERIA
CODE: FBC
YEAR: - 2014
WIND SPEED: 125 MPH — -
EXPOSURE FACTOR: C
WIND IMP. FACTOR: 1.00 - __
BUILDING ENCLOSURE:ENCLOSED
NOTES:
FLORIDA PRODUCT APPROVAL # FL17614.1
WGN Thermal LLC
409 E. Coeur d'Alene Ave
Coeur d'Alene, ID 83 814
UNITED STATES
BUILDER:
535 ATLANTIC BLVD
FINAL CONSTRUCTION DRAWINGS
DETAILER:T�ziY'g Clan 11/2/201
CNA T URE DA! F
CHECKER: -_'D" i O B. `0 u 8 t 1 n 11/2/2017
. , ; ,R --
NA a DATE
QCC: G. G. Navarra 11/2/2017
siGNA-FURE — ---r ATF -
Structural Thermal Envelope System
PROJECT NAME:
GATE PETROLEUM 1231
PHONE: (208) 810-4560
www.tekR.com
DRAWN BY:
-A
PAGE INDEX
DRAWING DRAWING
NUMBER
DESCRIPTION
1706005 -Cl
! COVER
1706005-G1
NOTES
i
1706005-K1
KEY PLAN
' 1706005-K2
KEY PLAN
1706005 -El
ELEVATION
1706005-E2
i
I ELEVATION
1706005-E3
ELEVATION
1706005-D 1
DETAIL
j 1706005-D2
j DETAIL
1706005-D3
DETAIL
1706005-D4
DETAIL
1706005-D5
DETAIL
1706005-D6
DETAIL
1706005 -PI
PANEL SCHEDULE
LAST REVISED:AN
11/2/1710/21/17
DATE:
DRAWING
NUMBER
DRAWING
DESCRIPTION
DRAWING NUMBER:
17ntinn AZ fl -I 1
SYMBOLS
- tekR PANEL_
(with panel orientation)
CENTER LINE
STRUCTURE LINE -
- WORKPOINT
PANEL NUMBER
B815a — DETAIL NUMBER
SV EMBEDDED SUPPORT
SVI — EMBEDDED SUPPORT
TUBE — EMBEDDED SUPPORT
1 - ELEVATION SYMBOL
- INDICATES ITEMS TO BE
VERIFIED BY CUSTOMER.
AREF- ROUGH OPENING SYMBOL:
AREF = ARCHITECTURAL REFERENCE
T## T### = tekR REFERENCE
ABBREVIATIONS
A.F.F. -
ABOVE FINISH FLOOR
A.R. -
ARCHITECTURAL REFERENCE
B.C.D. -
BUILDER CHECK DIMENSIONS
B.O.P.
- BOTTOM OF PANEL
E.H.
- EAVE "HEIGHT
E.O.T.
- END OF tekR
E.O.P. -
END OF PANEL
E.P.S
- EXPANDED POLYSTYRENE
EW
- ENDWALL
F. H.
- FRAME HEIGHT
N.B.tekR
- NOT BY tekR
N.T.S.
- NOT TO SCALE
O.C.
- ON CENTER
P.H.
- PANEL HEIGHT
R.D.
- REFERENCE DIMENSION
R.O.
- ROUGH OPENING
SDF --
SELF-DRLL' ING FASTENERS
SW
- SIDE WALL \
T.O'.F.F.
- TOP OF FINISH FLOOR
TYP.
- TYPICAL
W/D
- DESIGNATES WINDOW/DOOR
WDW
I
- WINDOW
T RACK — TRACK AT
FOUNDATION
12' LON
PCS, YELLOW END
NEOPOR TRACK AT
TOP OF PARAPETS
BONDED - 12' EON
-PCS,
TRACK
NEOPOR
O
BONDED TRACK
ETWEEN STACK JOINTS
O
H -TRACK 12' LONG
PCS
`O
1-1/2" DP F.O. STUD - FRAMING'
FOR 'WINDOW OR DOOR
��
10' LONG
PCS, BLUE END
SHIP -LAP ANGLE - ANGLE
USED TO ATTACH A
L1-1/2" X 1-1/2" PANEL 10
THE CORE OF
ANOTHER
PANEL OR FOR
ATTACHING
A PANEL TO
ANOTHER
SURFACE
10' LONG
PCS
1-1/2" DP W/D STUD - FRAMING
FOR WINDOW OR DOOR
10' LONG
PCS, GREEN END
S -CLIP - FRAMING
FOR WINDOW OR DOOR
8' LONG
PCS
4-3i8' oP FIELD 90 - FRAMINC
FOR WINDOW OR DOOR
12' LONG
PCS, ORANGE END
"A" CORNER MODULE - CORNER
ANGLE FOR 6" THICK
9"x9" FOAM, 6"x6'° STEEL PANEL.
_77
10' LONG PCS
CORNER
ANGLE FOR 6" THICK
9°x9" FOAM, 6"x&" STEEL PANEL.
10' LONG PCS
CORNEF
ANGLE FOR 6" THICK
9"x9" LOAM, 6"x6" STEEL PANEL.
10' LONG PCS
— - CH - CH - FRAMING
CHANNEL FOR WINDOW
OR D00
i
GENERAL NOTES - - CONTRACT NOTES
1. PERFORMANCE STANDARDS 1. THESE HAVE BEEN PREPARED IN ACCORDANCE
WITH A tekR PANEL QUOTATION OR PER AN
A. BUILDING CODE COMPLIANCE, WEATHER ACCEPTED PURCHASE ORDER.
TIGHTNESS, AND OVERALL FUNCTIONALITY AND
FITNESS FOR USE OF THE PANELS, THE
SELECTION AND APPLICATION OF THE FINAL 2. REVISIONS, ADDITIONS, OR DEDUCTIONS
EXTERIOR FINISH, INTERIOR FINISH, OR REQUIRE WRITTEN AUTHORIZATION OR A
CLADDING SYSTEMS ARE THE RESPONSIBILITY REVISED PURCHASE ORDER ACCOMPANYING
OF THE CUSTOMER'S PROJECT DESIGN RETURNED PRINTS.
PROFESSIONALS AND NOT THE RESPONSIBILITY
OF tekR.
BUILDING CODES MAY REQUIRE THE 3. tekR IS NOT RESPONSIBLE FOR ERRORS
DRAWINGS TO BE STAMPED BY AN ENGINEER. RESULTING FROM THE USE OF THESE DRAWINGS
BY OTHER TRADES.
B. THE MAIN STRUCTURE MUST BE CAPABLE OF
WITHSTANDING THE LOADS IMPOSED BY THE 4. APPROVAL BY THE ARCHITECT AND/OR CUSTOMER
tekR PANEL SYSTEMS ACTING IN CONJUNCTION SHALL CONSTITUTE ACCEPTANCE OF ALL DEVIATIONS
WITH THE LOADS SPECIFIED IN THE MADE BY tekR TO THE PLAN AND SPECIFICATIONS.
PARAGRAPH ABOVE. IN ADDITION, THE
STRUCTURE MUST PROVIDE SUITABLE
ANCHORAGE FOR THESE SYSTEMS AND MUST
BE INSTALLED WITHIN SPECIFIED BUILDING 5. REQUESTS FOR REVISIONS AFTER tekR HAS
TOLERANCES. BEEN AUTHORIZED TO PROCEED WITH
FABRICATION WILL BE SUBJECT TO A MINIMUM
HANDLING CHARGE PLUS THE COST OF
C. FASTENERS — ALL FASTENERS ARE PROVIDED FABRICATED MATERIALS.
AS PART OF THE MATERIALS PAC KAC F. U S E
OF ANY OTHER FASTENERS THAT DO NOT
MEET THE SAME SPECIFICATIONS ARE USED AT 6. IT IS .THE RESPONSIBILITY OF THE CUSTOMER
THE CUSTOMER'S RESPONSIBILITY. TO VERIFY DIMENSIONS.
tekR WILL ASSUME NO RESPONSIBILITY
BEYOND MANUFACTURING.
2. SITE REQUIREMENTS FABRICATION WILL NOT BEGIN UNTIL tekR HAS
RECEIVED A SIGNED COPY OF THE FINAL
A. THE CUSTOMER MUST ENSURE THAT THE SITE INSTALLATION DRAWINGS.
IS EQUIPPED WITH ADEQUATELY POWERED
SCREW GUNS AND SIX INCH LONG DRILL
EXTENSION WITH 3/8 INCH HEX HEAD DRIVE 7. UPON DELIVERY OF THE tekR MATERIAL TO
SOCKET. THE JOBSITE, IT IS THE RESPONSIBILITY OF
THE CUSTOMER TO INSURE THAT ALL
SHIPPING DAMAGES AND OR MATERIAL
3. TRIMS, TRANSITIONS AND FLASHING ARE NOT SHORTAGES ARE REPORTED TO tekR WITHIN 2
THE RESPONSIBILITY OF tekR. WEEKS (10 WORKING DAYS).
DAMAGES OR SHORTAGES ` REPORTED AFTER
THIS PERIOD OF TIME WILL BE REFABRICATED
AT CUSTOMER EXPENSE.
EXCLUSIONS
THE FOLLOWING ITEMS ARE NOT SUPPLIED BY
tekR UNLESS STATED OTHERWISE:
A. INSTALLATION
B. FIELD APPLIED CAULKING AND BACKER RODS
C. SEALANTS/MASTICS
D. CONCRETE INSERTS OR IMBEDS PLATES
E. ANCHORS OR ATTACHMENTS TO FOUNDATION
F. BRACING OR REINFORCING UNLESS
SPECIFICALLY NOTED IN QUOTATION OR
SUBMISSION DRAWINGS
G. FLASHING
H. WOOD
J. SHIMS
K. INSULATION
L. FIRE PROOFING MATERIALS
M. GIRTS, SPANDREL BEAMS, ANGLES OR PLATES
THAT tekR ATTACHES TO.
N. FOAM FILLERS.
MISC. NOTES
1. SUBMIT THESE DRAWINGS TO YOUR SEALANT
MANUFACTURER FOR APPLICATION.
2. SUBMIT THESE DRAWINGS TO YOUR GLASS
MANUFACTURER FOR APPLICATION.
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1. PANEL_ ORIENTATION IS CRITICAL AT ALL x
CORNER LOCATIONS PANELS MUST BE
ORIENTED AS SHOWN AT ENDWALL TO
SIDEWALL CONNECTIONS — ANY QUESTIONS x
PLEASE CALL (208) 810-4560. a a a
a �
2. C/L OF SHIPLAP TO C/L OF SHIPLAP N
DIMENSIONS ARE BUILDERS CHECK Q A Z o
DIMENSIONS ONLY. THEY ARE TO BE USED
DURING THE INSTALLATION PROCESS TO a
ENSURE THAT THE PANELS STAY IN U -
MODULARITY.
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3. PANELS HAVE SPECIFIC ORIENTATION WITH
REGARDS TO THE TOP AND BOTTOM. PANELS A
MUST BE INSTALLED WITH THE LABELED END ua
ATTACHED TO THE BASE TRACK.
v �
ANY QUESTIONS, PLEASE CALL (208) 810-4560. A u a
4. THE STRUCTURAL FRAME DESIGN IS THE
RESPONSIBILITY OF THE OWNER AND/OR
CONTRACTOR TO RETAIN A LICENSED
ENGINEER. THE FRAME IS ALSO SUPPLIED c
BY OTHERS AND NOT THE RESPONSIBILITY OF z
tokR cn
> Q
5. TO HELP REDUCE THE POSSIBILITY OF W H zz
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BY THE OWNER AND/OR CONTRACTOR Q
BEFORE tekR PANELS WILL BE FABRICATED. Q
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AND THE STACK OF PANELS
JOB SPECIFIC NOTES
3.
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INSTALLING THE PANELS IN NUMERICAL ORDER.
IT 1S IMPORTANT TO USE THE BUILDER'S CHECK
DIMENSIONS IN ORDER TO ENSURE THAT THE
PANELS STAY ON MODULE.
THE START POINT ESTABLISHES THE PANEL ORDER IN
THE SKID AND; THEREFORE, THE LAYOUT SEQUENCE.
DEVIATING FROM THESE INSTRUCTIONS WILL RESULT
IN RE -STACKING SKIDS AND POSSIBLY DAMAGING THE
PANELS.
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IT 1S IMPORTANT TO USE THE BUILDER'S CHECK
DIMENSIONS IN ORDER TO ENSURE THAT THE
PANELS STAY ON MODULE.
THE START POINT ESTABLISHES THE PANEL ORDER IN
THE SKID AND; THEREFORE, THE LAYOUT SEQUENCE.
DEVIATING FROM THESE INSTRUCTIONS WILL RESULT
IN RE -STACKING SKIDS AND POSSIBLY DAMAGING THE
PANELS.
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IT 1S IMPORTANT TO USE THE BUILDER'S CHECK
DIMENSIONS IN ORDER TO ENSURE THAT THE
PANELS STAY ON MODULE.
THE START POINT ESTABLISHES THE PANEL ORDER IN
THE SKID AND; THEREFORE, THE LAYOUT SEQUENCE.
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PANELS.
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IT IS IMPORTANT TO USE THE BUILDER'S CHECK
DIMENSIONS IN ORDER TO ENSURE THAT THE
PANELS STAY ON MODULE.
THE START POINT ESTABLISHES THE PANEL ORDER IN
THE SKID AND; THEREFORE, THE LAYOUT SEQUENCE.
DEVIATING FROM THESE INSTRUCTIONS WILL RESULT
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