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p P1\C-CL�\D P E T E R S E N
PETERSEN ALUMINUM CORPORATION
FL23953
METAL ROOFING CATEGORY
INSTALLATION DETAIL BINDER
TABLE OF CONTENTS:
Snap-On Standing Seam Panel 24GA Steel & .032" Aluminum ..................... . 2-3Snap-Clad Panel 16oz/sf Copper .......................................................................... . 4-6
Tite-Loc Plus: .040" Aluminum x 12" & .040" Aluminum x 16" ...................... . 7-14M-36 Panel (36"wide): 24GA Steel & .032" Aluminum .................................... .15-16 R-36 Panel (36" wide): 22GA, 24GA, .032" & .040" Aluminum ...................... . 17-18
7.2" Rib Panel: 24GA & 0.032" Aluminum ......................................................... . 19-212.67" x 7 /8" Corrugated Panel: 24GA & .032" Aluminum ................................ .22-24
Tite-Loc Plus: 12" x .040 Aluminum over 22GA Steel Deck. ........................... . 25-26Tite-Loc Plus: 12" x 22GA Steel over 22GA Steel Deck. ................................... . 27-28Tite-Loc Plus: 18" x 24GA Steel over 22GA Steel Deck. .................................. . 29-30Tite-Loc Plus: 16" x .032" Aluminum over 15/32"Plywood ............................. .31-32 Edge-Loe 1.0: .032" Aluminum ........................................................................... . 33-37Large Precision Tile: 14.5" x .032" Aluminum ................................................. . 38-40Large Precision Tile: 14.5" x 24GA ..................................................................... . 38-40Precision Diamond Tile: 7.25" x .032" Aluminum ........................................... .41-43
Locke Bowden, P .E.
FL Reg. #49704
41-43
Page 1 of 43
FL 23953Snap-On Standing Seam Panel
24GA Steel & .032" Alum
Page 2 of 43
(FORMERLY 6191)
Page 3 of 43
FL 29353Snap-Clad Panel 16oz/sf Copper
Page 4 of 43
Petersen Headquarters1005 Tonne RoadElk Grove Village, IL 60007P 800 PAC CLADF 800 722 7150
Annapolis Junction9060 Junction DriveAnnapolis Junction, MD 20701P 800 344 1400F 301 953 7627
Tyler10551 PAC RoadTyler, TX 75707P 800 441 8661F 903 581 8592
Acworth102 Northpoint PkwyAcworth, GA 30102P 800 272 4482F 770 420 2533
Andover1885 Station Pkwy NW, Ste BAndover, MN 55304P 877 571 2025F 866 901 2935
PETERSEN ALUMINUM CORPORATION PAC-CLAD.COM [email protected]
Job Name Contractor
Date Notes
SNAP-CLAD - PLYWOOD DECK
GABLE DETAIL
(FORMERLY FL 8310)
Page 5 of 43
Petersen Headquarters1005 Tonne RoadElk Grove Village, IL 60007P 800 PAC CLADF 800 722 7150
Annapolis Junction9060 Junction DriveAnnapolis Junction, MD 20701P 800 344 1400F 301 953 7627
Tyler10551 PAC RoadTyler, TX 75707P 800 441 8661F 903 581 8592
Acworth102 Northpoint PkwyAcworth, GA 30102P 800 272 4482F 770 420 2533
Andover1885 Station Pkwy NW, Ste BAndover, MN 55304P 877 571 2025F 866 901 2935
PETERSEN ALUMINUM CORPORATION PAC-CLAD.COM [email protected]
Job Name Contractor
Date Notes
SNAP-CLAD - PLYWOOD DECK
EAVE DETAIL 1
(FORMERLY FL 8310)
Page 6 of 43
FL 23953Tite-Loc Plus:
.040" Aluminum x 12"
.040" Aluminum x 16"
Page 7 of 43
PAC-CLAD STANDARD DETAILS
PETERSEN ALUMINUM CORPORATION4175 ROYAL DRIVE; SUITE 300
KENNESAW, GA 30144PHONE: 800-272-4482 FAX: 770-420-2533
email: [email protected]
CUSTOMER:JOB NAME:PANEL TYPE:COLOR / FINISH:
APPROVAL GUAGE:ANGLE / SLOPE:PO#:DATE:
TITE-LOC PLUS EAVE
(FORMERLY FL 10879)
Page 8 of 43
PAC-CLAD STANDARD DETAILS
PETERSEN ALUMINUM CORPORATION4175 ROYAL DRIVE; SUITE 300
KENNESAW, GA 30144PHONE: 800-272-4482 FAX: 770-420-2533
email: [email protected]
CUSTOMER:JOB NAME:PANEL TYPE:COLOR / FINISH:
APPROVAL GUAGE:ANGLE / SLOPE:PO#:DATE:
TITE-LOC PLUS VENTED RIDGE
(FORMERLY FL 10879)
Page 9 of 43
PAC-CLAD STANDARD DETAILS
PETERSEN ALUMINUM CORPORATION4175 ROYAL DRIVE; SUITE 300
KENNESAW, GA 30144PHONE: 800-272-4482 FAX: 770-420-2533
email: [email protected]
CUSTOMER:JOB NAME:PANEL TYPE:COLOR / FINISH:
APPROVAL GUAGE:ANGLE / SLOPE:PO#:DATE:
TITE-LOC PLUS GABLE
(FORMERLY FL 10879)
Page 10 of 43
PETERSEN ALUMINUM CORPORATION 4175 ROY AL DRIVE; SUITE 300
KENNESAW, GA 30144 PHONE: 800-272-4482 FAX: 770-420-2533
email: [email protected]
PAC-CLAD STANDARD DETAILS
METAL VALLEY �ITH
1-3/4' MIN, DIVERTE
TITE-LDC PLUS LO�
FLDA TING AR CLIPS � / (2)
FASTENERS PER CLIP
/8' PLY�DDD DECK BY OTHERS
(' HIN,
FIELD NOTCH� FORM HEM AT
END OF PANEL HOOK HEM
ONTO CLEAT SET IN SEALANT
TITE-LOC PLUS VALLEY
TITE-LDC PLUS PANEL
DNTINUDUS CLEAT
SET IN CONTINUOUS
BEAD OF SEALANT�
FASTEN l!i! 3' DC MAX.
TAS 100 WIND DRIVEN RAIN TEST APPROVAL CUSTOMER: GUAGE:
JOB NAME: ANGLE / SLOPE:
PANEL TYPE: PO#:
COLOR/ FINISH: DATE:
(FORMERLY FL 10879)
Page 11 of 43
PAC-CLAD STANDARD DETAILS
PETERSEN ALUMINUM CORPORATION4175 ROYAL DRIVE; SUITE 300
KENNESAW, GA 30144PHONE: 800-272-4482 FAX: 770-420-2533
email: [email protected]
CUSTOMER:JOB NAME:PANEL TYPE:COLOR / FINISH:
APPROVAL GUAGE:ANGLE / SLOPE:PO#:DATE:
TITE-LOC PLUS CLIP
Page 12 of 43
SEAMING INSTRUCTIONS AND PANEL INSTALLATION 1. Install panels on the roof, and with TITE LOC PLUS, ensure the panels are laid sothat seamer can be used properly to run downslope. Note that the TLP seamer isone direction only, and will not run upslope on roofs with a 4:12 pitch or higher.TITE LOC seamers are bidirectional and can run up and down slope.
IMPORTANT NOTE: STAND AT THE EAVE AND LOOK UPSLOPE. IF THE ROOF IS INSTALLED LEFT TO RIGHT, THE SEAMER WILL RUN DOWNSLOPE.
RIDGE
EAVE
(FORMERLY FL 10879)
Page 13 of 43
TITE-LOC PLUS PANEL HEM PROCEDURE
CUT FEMALE END BACK 1 1/4"
1. PANELS REQUIRING FIELD HEMMED ENDSSHOULD BE FABRICATED 1 1/4" LONGER THANTHE FINISHED PANEL LENGTH. VALLEYCONDITIONS MUST BE FIELD CUT TO THEAPPROPRIATE ANGLE
2. CUT BACK PANEL JOINTS 1 1/4"
3. PLACE PROTRUDING PAN INTO THE PANELHEMMING TOOL. THE FRONT EDGE OF THETOOL MUST REST AGAINST THE NOTCHEDJOINT LEGS ON BOTH SIDES.
4. WHILE MAINTAINING PRESSURE AGAINSTTHE PANEL JOINTS, ROTATE THE HEMMINGTOOL AS CLOSE TO 180" AS POSSIBLE.
PANEL HEMMING TOOL
5. INSPECT COMPLETED HEM TO INSURE THATTHE HEM IS OPENED AND CAPABLE OFRECEIVING THE CLEAT (SEE ERECTIONDETAILS).
CUT MALE END BACK 1 1/4"
(FORMERLY FL 10879)
Page 14 of 43
FL 29353M-36 Panel (36" wide)
24GA Steel & .032" Aluminum
Page 15 of 43
(FORMERLY FL 10880)
Page 16 of 43
FL 23953R--36 Panel (36" wide)
22GA & 24GA Steel.032" & .040" Aluminum
Page 17 of 43
(FORMERLY FL 10880)
Page 18 of 43
FL 239537.2" Rib Panel
24GA Steel & .032" Aluminum
Page 19 of 43
(FORMERLY FL 11680)
Page 20 of 43
(FORMERLY FL 11680)
Page 21 of 43
FL 29353 2.67" X 7/8" Corrugated Panel
24GA & .032" Aluminum
Page 22 of 43
NOTE:1. Panels should always be lapped against prevailing winds.2. The above fastening patterns are typical and may not be appropriate for all applications. Consult a
Professional Engineer for specific requirements.3. 1
8" x 12" tape sealant shall be used at all side laps when used as a roof panel.4. Side lap fasteners are required. Typical spacing is 18", however this spacing may not be appropriate for
all applications. Consult a Professional Engineer for specific requirements.5. When using this panel in a roofing application, it should be lapped two corrugations. Panel may be lapped
one corrugation when used in a siding application.6. DO NOT USE NAILS FOR ANY PANEL ATTACHMENT.
APPLICATIONPREVAILING WIND
Petersen Aluminum Corporation4175 Royal Drive, Building 300
Kennesaw, GA 30144tel: 800-272-4482fax: 770-420-2533
visit us on the web @ www.pac-clad.com
2.67" X 7/8" CORRUGATED
(FORMERLY FL 12311)
Page 23 of 43
NOTES:1. For 1
2" and 78" Corrugated panels, place a screw no more than one corrugation away from the side-lap. This may result inan odd screw spacing adjacent to the side-lap. Between side-laps, use the fastening schedules shown.
2. Side-laps should be fastened at 18" O.C. except for R-36 panels which should be fastened 12" O.C.3. Painted screws are available to color-match painted panels. (1000 piece minimum order)4. The use of nails for fastening these panels is not permitted.5. All exposed screws should have a combination metal and neoprene washer.
A-POINT SCREWS
A thread forming screw used for light gage metal. Use A-point screws toattach panels to wood. Pre-drilling holes in the panels may be requireddepending on the metal thickness. Use non-corrosive stainless steelA-point screws to attach aluminum panels to cold-formed steel structuralmembers. Stainless steel, self-drilling screws are not recommendedbecause they must be made from a stainless steel which may corrode.A-point screws may be used to attach panels to light gage metal framing,however pre-drilling may be required. ALL FASTENERS MUST BE ZINCPLATED OR NON-CORROSIVE STAINLESS STEEL.
MILL POINT SCREWS
A sharp pointed screw with a small drill tip designed to cut through thinsheet metal. Use Mill point screws for panel to panel and panel to flashingattachments. Total drilling thickness is 3
32"
SELF DRILLING SCREWS
A Thread cutting screw designed to cut & thread light gage metal framingwithout pre-drilling. Maximum drill thickness is 3
16". Use Self DrillingScrews to attach panels to light gage steel framing. ALL FASTENERSMUST BE ZINC PLATED OR NON-CORROSIVE STAINLESS STEEL.
B-POINT SCREWS
A thread forming screw used for heavy gage metal. Use to attach panelsto structural steel members. Pre-drilling holes will be required. Also useB-point screws rather than self drilling stainless steel screws to attachaluminum panels to light gage steel. Stainless steel used in self drillingscrews may cause corrosion in aluminum panels. ALL FASTENERSMUST BE ZINC PLATED OR NON-CORROSIVE STAINLESS STEEL.
STANDARD PAC-CLAD SCREWS
APPLICATION TABLEPAC PANEL DECK FASTENER FROM ABOVE
ALUMINUM WOOD B - IN STAINLESS STEEL
STEEL WOOD B - IN ZINC PLATED
ALUMINUM STEEL DECK, LIGHT GAGE FRAMING A - IN STAINLESS STEEL
STEEL STEEL DECK, LIGHT GAGE FRAMING A - IN ZINC PLATED
ALUMINUM STRUCTURAL STEEL D - STAINLESS STEEL
STEEL STRUCTURAL STEEL D - IN ZINC PLATED
ALUMINUM PANEL TO ALUMINUM PANEL & FLASHINGS C - IN STAINLESS STEEL
STEEL PANEL TO STEEL PANEL & FLASHINGS C - IN ZINC PLATED
FASTENER TYPESFASTENER TYPE FASTENER DESCRIPTION LENGTH HEAD SIZE
A #12 MAXX SELF DRILL W/ WASHER 1-1/4" 516"
B #9 OR 10 PANEL TITE SELF DRILL W/ WASHER 1"TO 3" (BY 12")
14"
C #12-14 PANEL TITE STITCH LAP W/ WASHER 78" 1
4"
D 14"-14 PANEL SCREWS W/ WASHER VARIES 3
8"
* FASTENER LENGTHS DO NOT INCLUDE ANY INSULATION THICKNESS BENEATH METAL PANEL
Petersen Aluminum Corporation4175 Royal Drive, Building 300
Kennesaw, GA 30144tel: 800-272-4482fax: 770-420-2533
visit us on the web @ www.pac-clad.comPage 24 of 43
FL 23953Tite-Loc Plus
12" x .040" Aluminum over 22GA Steel Deck
Page 25 of 43
(FORMERLY FL 13487)
Page 26 of 43
FL 23953Tite-Loc Plus
12" x 22GA Steel over 22GA Steel Deck
Page 27 of 43
ROOF PANEL (REF. NOTES & PANEL DETAIL)
DECK SUPPORTS NOT SHOWN
SELF ADHERED MEMBRANE
CLIP SPACING AS PER ALLOWABLE PRESSURE TABLE
BEARING PLATE
-------12"-------,
/ - .......__ . _,,,-SEE DETAIL 1
/ y THIS SHEET
CLIP FASTENER (2 PER CLIP)
DECK MIN 22 GA.
TYPICAL PANEL INSTALLATION X-SECTION
PANEL
BEARING PLATE
CLIP
SELF ADHERED MEMBRANE
\_DECK
BEARING PLATE
RIGID INSULATION MAX 4" THICK MIN 22 GA. RIGID INSULATION
MAX 4" THICK
CLIP FASTENER (2 PER CLIP)
CLIP SECTION VIEW
DETAIL 1
0.675" 0.30::/!4°"
f�[-f
__ L] 11.975"
PANEL SECTION (MIN. 22 GA.)
PANEL CLIP
,----- ----7
____ J ___________ L ___ _
I r, r, I I \; \; I I I
CLIP FASTENER (2 PER CLIP)
CLIP SIDE VIEW
GENERAL NOTES·
SELF ADHERED MEMBRANE
DECK MIN 22 GA.
1. ARCHITECTURAL STANDING SEAM ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE MIN 22 GA. (0.028"). MAXIMUM COVERING WIDTH OF PANEL = 12".
3. THE ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5. CLIPS AND FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. DECK AND SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
DRAWN BY:
e.s.
PLOT:
<D
0
(FORMERLY FL 13487)
Page 28 of 43
FL 23953Tite-Loc Plus
18" x 24GA Steel over 22GA Steel Deck
Page 29 of 43
CLIP SPACING AS PER ALLOWABLE PRESSURE TABLE ROOF PANEL (REF. NOTES
& PANEL DETAIL) f-----------MAX. 18"---------
DECK SUPPORTS NOT SHOWN
SELF ADHERED MEMBRANE
BEARING PLATE
CLIP FASTENER (2 PER CLIP)
/ - .......__ . _,,,-SEE DETAIL 1
/ y THIS SHEET
DECK MIN 22 GA.
TYPICAL PANEL INSTALLATION X-SECTION
PANEL
BEARING PLATE
RIGID INSULATION MAX 4" THICK
CLIP
SELF ADHERED MEMBRANE
\_DECK
CLIP FASTENER (2 PER CLIP)
MIN 22 GA.
CLIP SECTION VIEW
BEARING PLATE
RIGID INSULATION MAX 4" THICK
DETAIL 1
PANEL CLIP
,----- ----7
____ J ___________ L ___ _
I r, r, I I \; \; I I I
CLIP FASTENER (2 PER CLIP)
CLIP SIDE VIEW
SELF ADHERED MEMBRANE
DECK MIN 22 GA.
f��[_ .. ______________ o.��0r��
GENERAL NOTES· 1. ARCHITECTURAL STANDING SEAM ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN 24 GA. (0.021 "). MAXIMUM COVERING WIDTH
OF PANEL = 18", MINIMUM 12". 3. THE ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON
THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS
,l MAX. 17.975", MIN. 11.975" ,l PANEL SECTION
(MIN 24 GA.)
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5. CLIPS AND FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. DECK AND SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
DRAWN BY:
e.s.
PLOT:
<D
0
(FORMERLY FL 13487)
Page 30 of 43
FL 23953Tite-Loc Plus
16" x .032" Aluminum over 15/32" Plywood
Page 31 of 43
CLIP SPACING AS PER ALLOWABLE PRESSURE TABLE ROOF PANEL (REF. NOTES
& PANEL DETAIL) f---------MAX. 16"-------..-
MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C.
UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S GUIDELINES
I
_ _ ,.......-SEE DETAIL 1
/ 'v THIS SHEET
PLYWOOD MINIMUM ATTACHMENT: 19/32" THICK (MIN.) 8d x 2.5" LONG RING SHANK NAIL OR #8 x 2" LONG WOOD SCREWS SPACED @ 6" O.C. IN FIELD & EDGES
TYPICAL PANEL INSTALLATION X-SECTION
CLIP PANEL CLIP
,----- ----7
____ J ___________ L ___ _
CLIP FASTENER (2 PER CLIP)
CLIP SECTION VIEW
PLYWOOD 19/32" THICK (MIN.)
DETAIL 1
r��c· ---�� J MAX. 15.975", MIN. 11.975" ,l
PANEL SECTION (NOM. 0.032" THICK ALUMINUM)
I r, r, I I \; '; I I I
CLIP FASTENER (2 PER CLIP)
CLIP SIDE VIEW
GENERAL NOTES·
PLYWOOD 19/32" THICK (MIN.)
1. ARCHITECTURAL STANDING SEAM ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC).
2. ROOF PANELS SHALL BE NOM. 0.032" THICK ALUMINUM. MAXIMUM COVERING WIDTH OF PANEL = 16", MINIMUM 12".
3. THE ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
5. CLIPS AND FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.
6. DECK AND SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
DRAWN BY:
e.s.
PLOT:
. N l'l 0 ci w 0
.
<O
<D
0
(FORMERLY FL 13487)
Page 32 of 43
FL 23953Edge-Loc 1.0
.032" Aluminum
Page 33 of 43
(FORMERLY FL 17810)
Page 34 of 43
(FORMER FL 17810)
Page 35 of 43
0.032" ALUMINUM PANELS 20" COIL WIDTH
16" COVERAGE ON 1 /2" PLYWOOD
PERIMETER PANEL FASTENERS #10 X 1-1/2" PANCAKE HEAD SCREWS AT 3" O.C.
120"
PANEL ELEVATION
FIELD SPECIMEN
N.T.S.
#10 x 1-1/2" PANCAKE HEAD SCREWS 12" FROM ENDS AND 16" ON CENTER
I
FIELD
/
/
SPECIMEN
TYP. 0.032" ALUMINUM PANEL
PANEL SEAM ������\l������':_':_:��':_':_':_':_�':':_':_�s,;d.-...._ VERSASHIELD
HT PRO QUIK-STICK
I
I
I
/
/
PAN
\
/ /
30# FELT PAPER
1/2" PLYWOOD SHEATHING
#10 X 1-1/2" PANCAKE HEAD SCREW 3" FROM EACH PANEL END ONLY
/I TYP. 0.032" ALUMINUM PANEL
- //
END DETAIL
VERSASHIELD HT PRO QUIK-SllCK
30# FELT PAPER
1 /2" PLYWOOD SHEATHING
i@Mii .,:,�ITmmi
N.T.S.
E, "" 1 • ,oBetterTogether. Tcsl .;ample .:ompl1es ,,nth 1hess: (kt7itl�
O.:vml1011:, me noted Reporl /1 El977.0l-450-18
Date 03/10/2015 V cnfictl Alan Rule
/;; �
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(FORMER FL 17810)
Page 36 of 43
_J w z
_J _J
0.032" ALUMINUM PANELS 20" COIL WIDTH
16" COVERAGE ON 1 /2" PLYWOOD
PERIMETER PANEL FASTENERS #10 X 1-1/2" PANCAKE HEAD SCREWS AT 3" O.C.
120"
COVERAGE
PANEL ELEVATION
CORNER SPECIMEN
N.T.S.
CORNER
1/10 >< 1-1/2" PANCAKE HEAD SCREWS 6" FROM ENDS AND 6" ON CENTER
PANEL SEAM
I
/
/
SPFCIMEN
/ /
VERSASH1ELD HT PRO QUIK-STICK 301/ FELT PAPER
1 /2" PL YWOOO SHEATHING
TYP. CORNER INSTALLATION
I
I
/
/
\
N.T.S.
#10 X 1-1/2" PANCAKE HEAD SCREW 3" FROM EACH PANEL END ONLY
/i TYP. 0.032" ALUMINUM PANEL
/ /
PANEL END DETAIL
VERSASHIELD HT PRO QUIK-STlCK 301/ FELT PAPER
1 /2" PLYWOOD SHEATHING
N.T.S.
i@Mii M:�,n.n,01
, 1 i:: :.c'c_1BetterTogether. Test sample i.:omrtlH:s v,1th th,.;se Jdails
Di.:vrnt1ons m c noted Rcrort 11 E1977.01-450-18
Date 03/10/2015 Ven lied flv Alan Rule
Iii :,;
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Page 37 of 43
FL 23953Large Precision Tile
14.5" x .032" Aluminum14.5" x 24GA Steel
Page 38 of 43
HQ: 1005 Tonne RoadElk Grove Village, IL 60007P: 800-PAC-CLADF: 800-722-7150
9060 Junction DriveAnnapolis Junction, MD 20701P: 800-344-1400F: 301-953-7627
10551 PAC RoadTyler, TX 75707P: 800-441-8661F: 903-581-8592
102 Northpoint ParkwayAcworth, GA 30102P: 800-272-4482F: 770-420-2533
SALES OFFICE1885 Station Parkway NWSuite BP: 877-571-2025F: 866-901-2935
GA. AVAILABLE:24 GA. STEEL.032 ALUMINUM
MATERIALS:STEELALUMINUM
SIZES AVAILABLE:8 3/8" x 14 1/2"
FINISH:PAC-CLAD PVDF
1-800-PAC-CLAD | WWW.PAC-CLAD.COM
1-800-PAC-CLAD
WEBSITE:WWW.PAC-CLAD.COM
1
PG.
(FORMERLY FL 22548)
Page 39 of 43
HQ: 1005 Tonne RoadElk Grove Village, IL 60007P: 800-PAC-CLADF: 800-722-7150
9060 Junction DriveAnnapolis Junction, MD 20701P: 800-344-1400F: 301-953-7627
10551 PAC RoadTyler, TX 75707P: 800-441-8661F: 903-581-8592
102 Northpoint ParkwayAcworth, GA 30102P: 800-272-4482F: 770-420-2533
SALES OFFICE1885 Station Parkway NWSuite BP: 877-571-2025F: 866-901-2935
GA. AVAILABLE:24 GA. STEEL.032 ALUMINUM
MATERIALS:STEELALUMINUM
SIZES AVAILABLE:8 3/8" x 14 1/2"
FINISH:PAC-CLAD PVDF
1-800-PAC-CLAD | WWW.PAC-CLAD.COM
1-800-PAC-CLAD
WEBSITE:WWW.PAC-CLAD.COM
2
PG.
(FORMERLY FL 22548)
Page 40 of 43
FL 23953Precision Diamond Tile7.25" x .032" Aluminum
7.25" x 24GA Steel
Page 41 of 43
HQ: 1005 Tonne RoadElk Grove Village, IL 60007P: 800-PAC-CLADF: 800-722-7150
9060 Junction DriveAnnapolis Junction, MD 20701P: 800-344-1400F: 301-953-7627
10551 PAC RoadTyler, TX 75707P: 800-441-8661F: 903-581-8592
102 Northpoint ParkwayAcworth, GA 30102P: 800-272-4482F: 770-420-2533
SALES OFFICE1885 Station Parkway NWSuite BP: 877-571-2025F: 866-901-2935
GA. AVAILABLE:24 GA. STEEL.032 ALUMINUM
MATERIALS:STEELALUMINUM
SIZES AVAILABLE:8 3/8" x 14 1/2"
FINISH:PAC-CLAD PVDF
1-800-PAC-CLAD | WWW.PAC-CLAD.COM
1-800-PAC-CLAD
WEBSITE:WWW.PAC-CLAD.COM
1
PG.
(FORMERLY FL 22548)
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HQ: 1005 Tonne RoadElk Grove Village, IL 60007P: 800-PAC-CLADF: 800-722-7150
9060 Junction DriveAnnapolis Junction, MD 20701P: 800-344-1400F: 301-953-7627
10551 PAC RoadTyler, TX 75707P: 800-441-8661F: 903-581-8592
102 Northpoint ParkwayAcworth, GA 30102P: 800-272-4482F: 770-420-2533
SALES OFFICE1885 Station Parkway NWSuite BP: 877-571-2025F: 866-901-2935
GA. AVAILABLE:24 GA. STEEL.032 ALUMINUM
MATERIALS:STEELALUMINUM
SIZES AVAILABLE:8 3/8" x 14 1/2"
FINISH:PAC-CLAD PVDF
1-800-PAC-CLAD | WWW.PAC-CLAD.COM
1-800-PAC-CLAD
WEBSITE:WWW.PAC-CLAD.COM
2
PG.
(FORMERLY FL 22548)
Page 43 of 43