122 6th St ROOF21-0051 Metal RoofOWNER:ADDRESS:CITY:STATE:ZIP:
NOLL CANDICE 122 6th ST ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
TILLMAN BUILDING
SERVICES INC 128 N HALSEMA ROAD JACKSONVILLE FL 32220
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170149 0000 ATLANTIC BEACH
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
122 6TH ST ROOF NON SHINGLE METAL ROOF $30000.00
FEES
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL
Notes:
a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved.
b. All roofing projects require an In-Progress Inspection.
c. Sheathing installation and replacement guidelines per APA.
d. Underlayment must conform to FBC-R Table 905.1.1
e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F
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: 8/4/2021
PERMIT NUMBER
ROOF21-0051
ISSUED: 8/4/2021
EXPIRES: 1/31/2022
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $205.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.61
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.08
TOTAL: $315.19
2 of 2Issued Date: 8/4/2021
PERMIT NUMBER
ROOF21-0051
ISSUED: 8/4/2021
EXPIRES: 1/31/2022
ROOF NON SHINGLE PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $315.19
ROOF21-0051 Address: 122 6TH ST APN: 170149 0000 $315.19
BUILDING $205.00
BUILDING PERMIT 455-0000-322-1000 0 $205.00
BUILDING PLAN REVIEW $102.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50
STATE SURCHARGES $7.69
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.61
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.08
TOTAL FEES PAID BY RECEIPT: R16514 $315.19
Printed: Wednesday, August 4, 2021 3:16 PM
Date Paid: Wednesday, August 04, 2021
Paid By: TILLMAN BUILDING SERVICES INC
Pay Method: CREDIT CARD 492240026
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R16514
~+; CENTRALSQUARE
Final Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
IN fE'1r l@N l lN E~ ~I@ ~1-iM
Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION
ROOF21-0051
Pe mit Application
City of Atla tic B ach BUIiding Department
800 Semin le Ro d, Atlantic Beach, FL 32233
247 5826 EmaU: Building-D~pt@coab ~s
~1«1~8
•AU. INFORMATION
H GHiJGHTED IN GAAV
IS REQUIRED.
Jo~ /\<ld""s: -l'--':,,k-,--,_;:.~-::,_:g~f2~f~C'~'~
·b.=.ll2:L+ij=:~::£1..L.IW:l-A"-lL1LJ,ru;tL.1;Jµ.._ , ... 11of4'.J-@9@'.
I ____ Non• Heated/Coqlcd, ____ _
• Class of Work: □New 0 Mdit 11 OAtteratlon O Repai r □Mow. O De:mo □Pool 0\Vin<low/Oool {u:,r21.r.Jr-
• Use of t->c.lstins/Dropos;e struct ~s}: □Comrrtcrcl.lJ ~eskJeri;ial
• if an elflStif\¥ sttuct'ure, a '1re riokler sy:stem installed?: O Yes. ~
• 111 rf! o --ssoc: ti ro s.ed f • . .se a rate T oval Pet o
Describe In det~U the type otwo k l'O be ertor,ned:
Otv_
for n,ultiple produr;u USO proi:fuct appr~I form
Addres,__0, 1?ffleh 4vf . IA, 1
]
f-M.iil ___ ,..,..-----1--+---------,------------+-----0wner or Agent (I f ~nt. Power f ,'\ttOf' ey or AgM¢V' littler Required) ____________ ._ ____ _
Zip .1221'.> Phone I ,;
Qu,llfVina."4ent ~~Cl:,, ::ft (fk<¼ !1t .
o ,v J?-.x sfuie E< z;t ;;?:222<!
Job Site Coqtact Nu~ ! Office P
St1t:& C tific /Jl.t.gistra tion # £--Mail 3f:'2c M;tit\0.0,1 fC.tFtA/:{ 1 [c:,;i !
An:Mted e & Phone» __ l--+--------------------+-----
£ngl ri,t-tr's Name & Phol\e ;i -;;j~~P:±J?;~~;::::=====c:me;;;;;;.i,_;;;;;;;;;~;:_=.~tL~tiL.=-=-=-=-=-~ Workitrs C.Ompell:S:atiOO I nsurer OR E)(empt (j El{pi~tl<>n Oate
J\ppltcation is hereby made to ob aitt a mit to do the wol'f( arid installa tloos ,s in dicated. J ~fy th.it no work , INt-'11.i&n has
commenced prior to the issuance of a pe It and t'11t .ill wort wll1 be PC't'formed to meet tn~ standan:h of all thto ~ws regulating
construct-On in this j urb.d!ulon , I ndem-th~l lil separate pet"mit must be se:cu red tQr ELECTRICAL WORk, PLU!f8!NG, S.:GNS,
WEl.l.S, POOLS. FiJRNActS, BOI LE S, 11EA E~S. TANKS, and AIR CONDITIONERS~ etc. t,tOTtCl.: i n .i~itior. to the rP.qulrtlint!ots of tni~
p ermit, t here tr1.1vbe .xlciiUonal • vrctio s apphc:ihlt1 lo tt,is P'OPE"fty t hat mav be fouri d i n the puoll't re,cor(h o l tnis co ut1 ty, :u 1d,• Ii''""""'"'
t here m:ay be additlon,_,1 permits u irt:d fQIT'I other so•,~""''.l!nt.a1 entiue;, such .'IS water ma.na_gt-rr('nt distrkts,~tt' ~A:('ncies, or
fccl efal .J~eN:iP.l(,
I OWN~R'S AFFIDAVIT= I certify tha all the rt$01ng lnfoonauon ltva:urate and 1.tiat-all wort will be d one In <tompliance with ;I!
-cOPPIJtable law-s tegut.itine const t;on :i zonl-ng.
WARNING TO OWNER: OUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
' RESULT IN YOUR PAYIN TW E FOR IMPROVEMENTS TO YOUR PROPERTY. IF Ypu INTEN
TAIN FINANCING ON ULTWITH YOUR LENDER OR ~-ATTORNEY BEFOljE
D G YOUf\ NO Cf COMMENCEME . • ·VJl-,..., I
(Sil?tlat\lM of Contractor) I
WOl'fl 19 (or affirmed> befq(t-me this 1.,. 'Ld~'f of
1e'l' ... "'tf?Q' l/»ot1JC ·~,..
~SOllillly K1K1Wn OR
I I Pr«iur,«1 ldentifb:tfon
Typi>,Qfl<fent~Uon: _______ _c ____ _
ROOF21-0051
l 3i7 ~ J'ru:h4r P(l9a i-.-; 1, t.k,c • 202 1.Jap es, o BR !9bo '1ag•
R~oord..Ad 07/2 /20tl 09!)9 A.~. ~OD Y
RS:cq5Wf~G S10 OC PHlL!.:-'1S CL.ERK CIRCUJT COU1-n• DUVAL COUNTY
TI ii man Butl ding Services Inc.
tt,)lke Of COftW!la1=11n1 nor..a11 S1Ji1"lt'7U .i!
11tmil1 /i i:-~+.-:--::--:--£111"1!4 / Oli,;&I C:o11m'1 /Pa.rt~!) )014t-l!COO
by Bl~es min II!;); l111,p1owr,,~M will lit!: m•de i"Cl!ftll,l.lf rnl li"Or.fflY, In
.:ootlld ~ ~, fl\)ri d11 Stttmu; 1he f°'1ow!ns lnkmi11:i:ln ~;:novlded J;i ~hit fee t!Ce Of
t. 1<, "dd , al ttrty: 12l $;J-f ST Atllir,11c: llj!~cil i:Ll2'33
II. utg;,j cl S(f.lptilln f prol)My: s-tif-i.6. 25--29' A f\AIITIC IIE/ICJH ~ lPT68LU 9
2. G~:lml eg1!pt Of lmf)'Wenttti't:: r'lt\'1 rgof
3. OwNr/ •NflerJ • !nfoml&tit,'cr.
A. f'1tme r.d ~ • NOU CAl«>lct IAJt'.I 11 ,ifUUNGTOM ttAII.K DII.JAOCSOkv!tJJ. n..32llS
a. int&tei In pt'Qlll 1: OWNOI
.c..o ,mtr plio:ie rr,'Jer: n :H~.i.3i 3
a.i-:,.u .. Na:ha,.o! IU.tllt(l~ft"fl1°«9<11t"t""°""""t\1·
., ,\.. CllflU. r, f.tlm B'Jl tllllg Wl'~CII~ ""-· LU ·~ i,'.tlse,'N /lotd ~QI'\.'\ ~WliWlt l lvrlo:lt,. 3 Z~0
a,0;,r~ nr'$dlltt :-9:M.S:.7.Jji)l,' t _a,I !ill.1lllt .. 8"0.t2!!0/ !.u it ~U,1463
C.b f ri')A •--,.-.,"'-t:e.""i..'lf"W,,o:
t,J.,w-,lc
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7JJ,h:.W~ l!tb5'.m~'
Q,l'lilff,t'tf ~,. le
a.1<.t1""11' N~ Ml,0,,,JttOPit--tt~~~Ol"oJ""~ll;ue.,o,,.._...t'i½:mt m~11, •~mi.n. ~-••1 w•#•• ~t!Nll'r-•....._
._,~ Im,,°' "",.,._.....ll~$ll!,tlb•-~•u~~l-1t1te1,ld'tt,xa.•--•lfl~l OM1if\M<lftf:9!
WAAN IN(, 0 OWN R: A'ti.'V PAYMENT$ f,1At,£ 6Vll1£ OWNa\ AFT£!\ l:XP!RAl!bN OF NOTICE
Of COMM CEM f ARE" COcJstD!I\EO IMPMO~R PAYMEN'tS UNDER CI IAP1EJ\ n 3,PART"l,
$CHON 7 .13( FL l\!DA STAruns. ANO CAN Jlf.SUL'r JN YOUR PA'f/UG TWICE fQ/1.
IMPROVE.; om T VOVA PltO(QITY. A NDTK:t OF COMMENCEM Elfl MUST 11.E RECOrlDED
lil'•iD POU p OH T . J08 SITE BffQ E. FIRST l~SPEctlON. IT YOU I NfENOTO 08TAIN
COtisLI 1' WITH YOUR £ND A OR ,\TTOflNEV flEFO RE COMMeJl!ClllfG WO IUC 0~
)CE OF-_W<,t,,'jll,:tJ,mfl.
9.;it, o, I\
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•Y'+:IU
I .
'
NEMO|etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Carlisle Coatings & Waterproofing
900 Hensley Lane
Wylie, TX 75098
(717) 245-7000
Evaluation Report C39180.12.11-R5
FL6785-R9
Date of Issuance: 12/09/2011
Revision 5: 06/17/2019
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: CCW Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMO|etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words “NEMO|etc. Evaluated” may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 06/17/2019
This does not serve as an electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO|etc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO|etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO|etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project
on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically
for that purpose.
----------
NEMO|etc.
NEMO ETC, LLC Evaluation Report C39180.12.11-R6
Certificate of Authorization #32455 6th EDITION (2017) FBC NON-HVHZ EVALUATION FL6785-R9
Carlisle Coatings & Waterproofing; (717) 245-7000 Revision 6: 06/17/2019
Page 2 of 4
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: CCW Roof Underlayments, as produced by Carlisle Coatings & Waterproofing, have
demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations
/ Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.1.1, T1507.1.1, 1507.2.9.2,
R905.1.1, TR905.1.1, R905.2.8.2
Physical Properties ASTM D1970 2015
1507.3.3, R905.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Entity Examination Reference Date
ERD (TST6049) ASTM D1970 (TX) C41280.10.12 10/05/2012
MTI (TST2508) ASTM D1970 (PA) PX02M0A 01/17/2011
MTI (TST2508) ASTM D1970 (PA) PX13M0B 01/18/2011
ICC-ES (EVL2396) 2015 IBC/IRC Compliance ESR-1556 02/01/2018
ICC-ES (EVL2396) 2015 IBC/IRC Compliance ESR-2206 06/01/2018
NEMO (TST6049) FRSA/TRI April 2012 (04-12) (PA&TX) 4S-CRL-18-004.12.18-1 12/17/2018
NEMO (TST6049) ASTM D1970 (adhesion) (TX) 4S-CRL-18-004 01/21/2019
NEMO (TST6049) ASTM D1970 & D4798 (PA) 4j-CRL-19-SSUDL-03.A 05/28/2019
NEMO (TST6049) ASTM D1970 (PA) 4j-CRL-19-SSUDL-02.A 06/03/2019
NEMO (TST6049) ASTM D1970 & FRSA/TRI (04-12) (TX) 4S-CRL-18-004.06.19.A 06/12/2019
UL, LLC. (QUA9625) Quality Control TGDY.R18678 Listing 10/18/2010
UL, LLC. (QUA9625) Quality Control Service Confirmation 04/13/2017
4. PRODUCT DESCRIPTION:
Product Specification Plant(s) Description
4.1 WIP 100 ASTM D1970 Carlisle, PA self-adhering, fiberglass reinforced, granule
surfaced, rubberized asphalt roof underlayment
4.2 WIP 100SG ASTM D1970 Carlisle, PA self-adhering, fiberglass reinforced, granule
surfaced, rubberized asphalt roof underlayment
4.3 WIP 250HT ASTM D1970 and FRSA/TRI
April 2012 (04-12)
Carlisle, PA self-adhering, fiberglass reinforced, film
surfaced, rubberized asphalt roof underlayment
4.4 WIP 300HT ASTM D1970 and FRSA/TRI
April 2012 (04-12)
Terrell, TX self-adhering, coated-polyolefin-composite film
surfaced, rubberized asphalt roof underlayment
4.5 WIP 400HT ASTM D1970 and FRSA/TRI
April 2012 (04-12)
Terrell, TX self-adhering, polypropylene film surfaced,
rubberized asphalt roof underlayment
4.6 WIP GRIP ASTM D1970 Carlisle, PA self-adhering, fiberglass reinforced, film-
surfaced, rubberized asphalt roof underlayment
NEMO|etc.
NEMO ETC, LLC Evaluation Report C39180.12.11-R6
Certificate of Authorization #32455 6th EDITION (2017) FBC NON-HVHZ EVALUATION FL6785-R9
Carlisle Coatings & Waterproofing; (717) 245-7000 Revision 6: 06/17/2019
Page 3 of 4
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting
or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 CCW Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt
Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes &
Shingles
Slate & Synthetic
Slate/Shake
WIP 100 Yes No No No No No
WIP 100SG Yes No No No No No
WIP 250HT Yes Yes No Yes No No
WIP 300HT Yes Yes No Yes No Yes
WIP 400HT Yes Yes No Yes No Yes
WIP GRIP Yes No No No No No
5.6 Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS
Underlayment Primer Substrates
WIP 100, WIP 250HT (Optional) CCW-702 or CAV-GRIP plywood
WIP 100, WIP 250HT None ASTM D226 felt
WIP 100SG CCW-702 or CAV-GRIP plywood
WIP 300HT (Optional) CCW-702 or CAV-GRIP plywood, OSB or ASTM D226 felt
WIP 400HT (Optional) CCW-702 or CAV-GRIP plywood, OSB or ASTM D226 felt
WIP GRIP (Optional) ASTM D41, CCW-550, CCW-702 or CAV-GRIP plywood
ASTM D41, CCW-550, CCW-702 or CAV-GRIP OSB
5.7 Exposure Limitations:
WIP 100 and WIP 100SG shall not be left exposed for longer than 30-days after installation.
WIP GRIP shall not be left exposed for longer than 90-days after installation.
WIP 250HT, WIP 300HT and WIP 400HT shall not be left exposed for longer than 180-days after installation
5.8 Tile Slippage Limitations [per FRSA/TRI April 2012 (04-12)]:
When loading roof tiles on the underlayment in direct-deck tile assemblies, tile shall be staged atop a fastened
batten or toe-board, regardless of slope.
NEMO|etc.
NEMO ETC, LLC Evaluation Report C39180.12.11-R6
Certificate of Authorization #32455 6th EDITION (2017) FBC NON-HVHZ EVALUATION FL6785-R9
Carlisle Coatings & Waterproofing; (717) 245-7000 Revision 6: 06/17/2019
Page 4 of 4
6. INSTALLATION:
6.1 CCW Roof Underlayments shall be installed in accordance with Carlisle Coatings & Waterproofing published
installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application. Prime the substrate (if applicable) with CCW-702 or CAV-GRIP Primer.
Priming is required when temperatures are below 40°F.
6.3 WIP 100, WIP 100SG, WIP 250HT, WIP 300HT, WIP 400HT and WIP GRIP:
6.3.1 Non-Tile Applications:
Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 or
R905.1.1 for the type of prepared roof covering to be installed, and CCW published requirements.
6.3.2 Nail-On Tile Applications (WIP 250HT, WIP 300HT or WIP 400HT only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual for Self-Adhered Membrane, and CCW
published requirements.
For mechanically fastened tile roofing over a 2-ply system, consisting of Base Sheet and Self-Adhered Membrane,
fastening of the ASTM D226, Type II base sheet shall be in accordance with CCW requirements, but not less than
that the densities set forth in FRSA/TRI April 2012 (04-12), Table 1.
Refer to Section 5.8 for tile staging limitations.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for plants covered under Rule 61G20-3 QA requirements. Refer
to Section 4 herein for product & production locations having met codified physical properties specifications.
9. QUALITY ASSURANCE ENTITY:
UL, LLC– QUA9625; (847) 664-3281
- END OF EVALUATION REPORT -
1” TCM-LOK and 1 ½” TCM-LokInstallation Manual
www.TriCountyMetals.com
available in ®
15”
1.5”
16”
1”
Striated
Ribbed
Flat
TCM 8/2020
ti=:.; __j} ____ .
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Table of
ConTenTs
Important Notice/Safety/Storage/Tools...............................................................1
Product Information...................................................................................................2
Roofing Anatomy/Side Trim ....................................................................................3
Measuring Your Roof..................................................................................................4
Drip Edge Installation .................................................................................................5
W Valley Installation ...................................................................................................6
Fastening Schedule/Proper Screw Installation ...................................................7
Squaring Panels............................................................................................................8
Transition Flashing Installation ...............................................................................9
Endwall Installation....................................................................................................10
Sidewall Installation....................................................................................................11
Gable Trim Installation ..............................................................................................12
Ridge Cap Installation................................................................................................13
Roof Boot Installation................................................................................................14
Special Trim Information...........................................................................................15
Care and Maintenance...............................................................................................16
Policies............................................................................................................................17
Order Form ..................................................................................................................18
ImporTanT noTICe
• This manual is to aid the installer with the installation of the TCM-Lok panel. Due to the different complexities of
roofs and roofing situations, it is difficult to create a manual that covers every situation that the installer may
encounter.
• This manual is to serve as a guideline to properly installing the TCM- Lok panel.
• Check with local building codes prior to installing metal roofing.
• Any questions you may have regarding proper installation of the TCM-Lok panel should be directed to a
Tri County Metals representative.
• Panels in this profile, unless you’ve ordered a striated version, can show “oil canning” which is a wave-like
appearance going up the panels. This can be caused by elastic buckling also known as stress wrinkling in the flat
areas of the panels. Although it can be unsightly, this is not a manufacturing defect and is not a means for refusal
of product. Tri County Metals highly recommends the use of striations for all standing seam panels and TCM- Lok
panels.
Tools reCommended
Variable Speed Drill or Screw Gun, Snips, Magnetic Bit, Extension Ladder, Turbo Shears
, Tape Measure, Hand Bending Tools, Chalk Line,
String Line, Drill Bits, (we stock these for purchase), Tool Belt, and Utility Knife
safeTy
• Failure to observe proper roofing safety can result in serious injury or death. Extreme caution should be used at
all times when installing metal roofing. The information in this manual is to show the correct placement of the
metal roofing parts. It is the responsibility of the erector to perform the placement of these parts in a safe
manner. Refer to OSHA guidelines for applicable safety requirements.
• Never walk on a wet metal roof.
• Never walk on an unfastened roof panel.
sTorage/HandlIng
• Important: Moisture trapped between stacked sheets may cause water stains or white rust to
form under the paint, which can affect the life and service of the metal.
• If metal is not used immediately, store in a well ventilated dry location.
• Any outdoor storage is at the customer’s own risk! If outdoor storage cannot be avoided the
likelihood of damage may be reduced by protecting the metal using a canvas or breathable waterproof paper.
• Fan sheets lightly at the bottom to allow for air circulation.
• Keep the sheets off the ground by using an insulator such as wood.
• Never cover the metal with plastic as this will cause condensation to form.
Pg.1Important notIce/Safety/Storage 0
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Applications: Residential, Light Commercial
Gauge: 24 gauge, 26 gauge and .032 Aluminum
1.5” only available in 24 gauge
Minimum Slope: ¼ / 12 - Tube sealant recommended
on pitches below 2 / 12
Panel Profile: 16” and 15” net coverage
Substrate: Galvalume® steel sheet, conforming
to ASTM A792 and and .032 Aluminum
Finish: Mill Finish AZ55 Acrylic Coated Galvalume®;
25 year limited warranty
TCM exclusive paint systems:
Core Defender Paint System® 40 / 30 year limited warranty.
Max Defender Paint System® 35 / 30 year limited warranty.
Coastal Defender Paint System® 25 year limited warranty.
Pg.2 tcm-Lok proDUct InformatIon
Drip Edge 1 11
Gable Trim 1 1 11 22 10'
Sidewall 1 11 11 10'
Endwall 1 11 11 10' 1
Transition 1 1 11 44 10' 1
Valley 2 22 20'
Ridge Cap 2 22 22 20' 2
Z-
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Screw Spacing
1” TCM Lok – Every 16”
1 ½” TCM Lok – Every 11”
RECOMMENDED ACCESSORIES:
Stainless steel pancake screw (250
screws / bag)
paneL gaUge SUbStrate approvaL#
1” TCM Lok 24 15/32” Plywood 4595.8
1 1/2” TCM Lok 24 15/32” Plywood 4595.9
15”
1.5”
16”
1”
*Note: May vary based on local wind load design requirements.
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Pg.3roofIng anaTomy
Z FlashingPanel StarterEave Cleat
Used to attach drip edge and
gable trim to the fascia board.
(Optional)
Used to attach panel edges
at valley ends drip edge and
at roof transitions.
Used to attach the ridge cap,
gable trim, sidewall, endwall,
and transition flashings to
the roof.
16
Drip Edge
Pg. 5
W- Valley
Pg. 6
Transition Flashing
Pg. 9
Endwall
Pg. 10
Sidewall Trim
Pg. 11
Gable Trim
Pg. 12
Ridge Cap
Pg. 13
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> Start by sketching a birds eye view of your roof. This can be aided by using Google Earth or
similar online programs.
> Identify each part of your roof similar to the drawing below.
> Once you have drawn your roof and identified each part, measure each line and include
it on the drawing.
> Include on the drawing the location of plumbing stacks (if any) and the diameter of the pipe.
Pg.4 measurIng your roof for an esTImaTe
Hip
Hip Hip
Hip
Eave Eave
EaveEave
Eave
Eave Eave
Eave
Valley Valley
Valley Valley
Ridge
Ridge
Ridge
Gable End
Gable End
18’18’
13’ 4”13’ 4”
19’ 6”19’ 6”
12’28’
12’ 3”
12’ 3”
49’ 9”
14’ 9”14’ 9”
18’14’14’
8’ 6”8’ 6”
24’ 7”
24’12’ 3”
14’ 4”
14’ 4”
18’
14’ 9”
14’ 9”
12’ 3”
26’
24’
Plumbing Stack
3” Diameter
Plumbing Stack
3” Diameter
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Notes:
1. Attach eave cleat flashing to fascia board using 1” pancake screws every 4” on-center.. Overlap
eave cleat flashing a minimum of 3”.
2. Attach drip edge flashing to roof deck with 1” pancake screws 4” on-center, while hooking the
bottom edge of the eave trim flashing to the bottom edge of the eave cleat flashing. (Optional)
3. Overlap drip edge flashing a minimum of 3”.
4. Allow drip edge to run past corner of roof 3” so it can be folded to ensure maximum weather
tightness.
5. Attach roofing panel at eave by notching 1” off of each panel rib from the panel edge leaving 1”
of panel to be folded over the drip edge flashing.
6. Slide hemmed panel edge over drip edge flashing.
7. Use hand seamers to finish crimping panels over drip edge if using extended eave drip.
drIp edge
Panel
Pancake
Screws
Eave
Cleat
Extended
Eave Drip
Pg.50
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W-vaLLeyPg.6
Note:
1. Starting at the bottom, fasten W-Valley trim flashing to roof substrate using 1” pancake screws
every 4” on-center.
2. Allow W-Valley trim flashing to overhang roof edge so it can be trimmed back flush with roof
overhang.
3. End lap w-valley flashing a minimum of 6 inches.
3. Cut roofing panels so they stop 3” from the diverter in the center of the W-Valley trim flashing.
4. Apply Butyl the entire length of the w-valley flashing 5” from the center diverter
5. Attach panel starter on top of the Butyl and screw the panel starter down every 4” using 1” pancake
screws.
6. Slide hemmed panel over panel starter and install a 1” pancake screw according to screw
placement on page 2.
RECOMMENDED ACCESSORIES:
Butyl (1 roll = 50’ of coverage)
Pancake Screw
Butyl
Upper P
a
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Panel Cleat
Pancake Screw
Butyl
Upper Pan
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faStenIng ScheDULe Pg.7
Section removed for clarity
Drip Edge 1 11
Gable Trim 1 1 11 22 10'
Sidewall 1 11 11 10'
Endwall 1 11 11 10' 1
Transition 1 1 11 44 10' 1
Valley 2 22 20'
Ridge Cap 2 22 22 20' 2
Z-
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The 3-4-5 triangle method will work on a larger scale as well. For example if your roof
panels are 16’ long then you can multiply the 3-4-5 by 4 so you will be measuring 12-16-
20. Just make sure that you multiply all measurements by the same number. The next
step will be making a chalk line going from your “point A” to “point C”. You will want this
line to be as close to the edge of the gable as possible so your first panel will be about an
1/8” from the edge of the roof. You will want to measure 9’ 6” from your chalk line at the
A and C points and make another chalk line. This will help you as you start installing your
panels to make sure they are still square with your eave. It is a good idea to continue this
process for the entire project and on both sides of your roof.
squarIng panelsPg.8
Step2: To find “C” you will need to mark a string tied to
“A” 4’ long and mark another string tied to “ B” that is 5’ long.
Place another nail at “C” where the two measurements come together.
This will finish the 3-4-5 triangle
NOTE: If your line is 3” from the gable at both “A” and ”C” the your house is square.
A B
C
RIDGE
EAVE
GA
B
L
E
GA
B
L
E
Step 1: Temporarily place a nail 3”
from the eave and gable as shown here as “A”.
Measure 3’ parallel on the eave line
and place another nail shown here as “B”.
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TransITIon flasHIng Pg.9
Notes:
1. Install bottom roofing panels first.
2. Apply Butyl in the flat part of the lower roof panels where the z-flashing is going to be installed.
3. Notch the z-flashing to fit over the panel ribs and install over the Butyl using 1” pancake screws every 6”
on-center.
4. Use Titebond® to seal openings created between z-flashing and panel ribs.
5. Slide the transition flashing over the installed z-flashing.
6. Secure transition flashing to z-flashing using rivets every 12” on-center.
7. Apply Butyl to the top side of the transition flashing.
8. Install a panel starter on top of the Butyl using 1” pancake screws every 4” on-center.
9. Slide the hemmed panel over the panel starter and attach the panel to the roof substrate using 1” pancake
screws (according to screw placement on page 2.
RECOMMENDED ACCESSORIES:
Butyl (1 roll= 50’)
Titebond® (1 tube = 31 linear feet (1/4” bead))
Panel Cleat
Pancake Screw
Butyl
Upper
P
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l
Transition Flashing
Rivet
Z-Flashing
Lower Panel
Butyl
Pancake Screw
Set Ba
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endwall flasHIngPg.10
Notes:
1 Apply Butyl in between the ribs of the panel.
2. Notch z-flashing to fit over panel ribs and install on top of Butyl
3. Fasten z-flashing to panels using 1” pancake screws every 6” on-center.
4. Use Titebond® to seal openings created between z-flashing and the panel ribs
5. Slide Endwall flashing over z-flashing
6. Secure endwall flashing to z-flashing using rivets every 12” on-center.
7. Attach endwall flashing to wall
8. Cover endwall flashing with siding or counter-flashing.
RECOMMENDED ACCESSORIES:
Butyl (1 roll = 50’)
Titebond® (1 tube = 31 linear feet (1/4” bead))
Si
d
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n
g
Z-Flashing
Rivet
Butyl
Pancake Screws
Panel
Roof
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sIdewall flasHIng Pg.11
Notes:
1. Apply Butyl along the panel where the z-flashing is going to be installed.
2. Attach the z-flashing to the panel by using 1” pancake screws every 6”.
3. Slide the sidewall flashing over the z-flashing
4. Secure the sidewall flashing to the z-flashing using rivets every 12”.
5. Attach the sidewall flashing to the wall
6. Cover the sidewall flashing with siding or counter flashing.
RECOMMENDED ACCESSORIES:
Butyl (1 roll = 50’ of coverage)
Pancake
Screws
Rivet
Z-Flashing
Butyl
Si
d
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Panel
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Notes:
1. Apply Butyl to topside of panel where z-flashing will be installed.
2. If the panel rib is not going to be under the gable trim flashing, the panel will need to be
turned up 1”
3. Install z-flashing on top of tacky tape and fasten to roof deck using 1” pancake screws every 6”.
4. Attach eave cleat to fascia board using 1” pancake screws every 4”. (Optional)
5. Slide gable trim flashing over z-flashing and then snap it over the eave cleat. (Optional)
6. Secure gable trim to z-flashing using rivets every 12”.
RECOMMENDED ACCESSORIES
Butyl (1 roll = 50’ of coverage)
gable TrImPg.12
Z-Flashing
Nail- Strip Panel
Butyl
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Non-Vented Installation
1. Stop panels 2” from center line of ridge for
vented ridge installation.
2. Apply Butyl to flat part of panel
3. Notch z-flashing or cut pieces to fit
in-between the ribs
4. Install z-flashing on top of tacky tape and
fasten to panel using 1” pancake screws
every 6”.
5. Use Titebond® to seal openings created
between z-flashing and panel ribs
6. Slide ridge cap over z flashing on both sides
and secure using rivets every 12”.
Recommended Accessories:
Flexo-Vent (1 box = 20’ of coverage)
Pancake Screw
Z Flashing
PanelPanel
Pancake Screw
Butyl Butyl
RivetRivet
Snap Z Ventilation Installation
1. Take the Snap-Z and a screw gun and install
one on each side of the ridge of the roof.
Allow about 1/8”to 1/16” slack for ridge capping.
Install using screws spaced every 3 inches.
(Butyl tape must be installed on the bottom
side of the Snap- Z prior to installing.)
2. Next take the ridge capping and slide it onto
the Snap-Z. Then fasten ridge capping to
Snap-Z with stainless steel rivets. Installation
instructions for vented Snap-Z
www.standingseamroofvent.com Do not install
Snap-Z on any vented closure roof less than
3/12 pitch. Apply sealant at the joint of panel
rib and Snap-Z .The screw used to fasten the
Snap-Z must penetrate through the decking by
1/2”
Non-Vented Installation
rIdge Cap Pg.13
Snap Z Ventilation System
0
Plea.'te spec ify t"oof pitch nrlien ordering.
roof booT InsTallaTIonPg.14
Choose appropriate Master Flash
with opening at least 20%
smaller than pipe diameter. If
necessary trim opening to 20%
smaller than pipe diameter.
Slide Master Flash down over pipe.
(A nonpetroleum base
lubricant will ease installation.)
Apply sealant between base
and roof.
Use fasteners to complete
sealing. Space screws no more
than 2 1/2” apart around the pipe.
1
3
2
4
0
speCIal TrIm InformaTIon
Tri County Metals can manufacture special trim designs separate from those designs included in the
manual.
If your project requires special trim, please provide us with the following information:
1. A drawing of the trim design.
2. Clearly marked dimensions of each leg of the drawing.
3. Clearly marked degrees of each angle.
4. Clearly indicate the color side.
TrIm manufaCTurIng speCIfICaTIons
> Hem size must be 1/2” or larger.
> Bends on hemmed legs need to be greater than 1/2” or else the hem obstructs the break.
> Smashed parts need to be at least 1 1/4”.
> Maximum bend break can do is 135 degrees.
> When bending angles opposite of one another, like that of a Z Flashing, the middle part of the
Z must be at least 1/2” or larger.
> When bending two 90 degree bends on the same side, one leg has to be equal to or less than
the length of the material between the two bends.
> Pieces with more than two bends on the same side are difficult to do unless the bends are
large enough. Please talk with a Tri County Metals representative for assistance.
> For trim pieces that have to slide over another piece where the inside dimensions are critical,
please indicate “CRITICAL” measurement.
> Indicate open or closed hems
All open
Pg.15
3”
6”
Color
110o
Color
6”
3”
110o
2
4
0
\
To maintain the original finish of the metal roofing panels, the only regular maintenance necessary is that of
annual washing. Mild solutions of biodegradable cleaner or household ammonia will aid in the removal of most
dirt, and the following are recommended levels:
1) One cup of Simple Green®, or other non-toxic biodegradable cleaner, which contain less than 0.5% phosphate,
dissolved into two gallons of warm water.
NOTE: The use of detergents containing greater than 0.5% phosphate is not recommended for use in general
cleaning of building panels. NEVER BLEND CLEANSERS OR DETERGENTS WITH BLEACH.
2.) One cup of household ammonia dissolved into five gallons of water (room temperature). Working from the
bottom to the top of the metal roofing panels, the panels may be washed with either solution.
The use of a well soaked cloth, sponge, brush (with very soft bristles), or a low pressure spray washer is advised.
We do not recommend the use of scouring powders or industrial solvents, since these agents may
damage the film. Solvent containing cleaners such as Fantastic®, however, are very effective and can be
used without concern. If mildew or other fungal growth is a problem and cannot be removed as outlined
above, household bleach, mixed at a concentration of one cup of bleach to five gallons of water, along with one
cup of a mild soap (e.g., Ivory) to aid wetting, is recommended.
Once the metal roofing panels is washed, thorough rinsing with clear water is necessary to eliminate the possibility
of residue. Failure to remove all residues from these cleaning steps may damage the film.
care anD maIntenancePg.160
SHERWIN
WILLIAMS19
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Pg.17poLIcIeS
RETURN POLICY: All Tri County Metals trim is manufactured from either our Mill finish Galvalume® or TCM
exclusive painted metal systems and is returnable as long as it is deemed by our Company’s Production Manager
as being in good, clean and resalable condition, free from scratches, mars and other damages. Tri County Metals
reserves the right to charge a 20% restocking fee. The same general principle applies also to the return of other
accessories such as screws, boots, closures, etc.
Trim that is custom made (different than the stated specifications in this manual, including L Flashing and Fascia
are not returnable, and is considered the property of the customer once it has been made, whether paid for or not.
This Policy also pertains to metal roofing and siding panels, which cannot be returned.
PAYMENT: Tri County Metals accepts cash, check, Visa, MasterCard, Discover Card and America Express. Personal
checks require the check writers drivers license # and date of birth.
Returned checks will be assessed a $35 dollar return check fee.
DELIVERY POLICY: Delivery charges apply to all orders where delivery is requested. Please call for details.
SALES TAX: All orders picked up at Tri County Metals, and all orders delivered within the State of Florida, are
subject to State Sales Tax. Tax Exemptions should be verified prior to delivery or customer pick up. Orders
delivered out of state are tax exempt.
wARRANTED PRODUCTS: Request written warranty for details.
INDEMNITY: All prices and designs are subject to change without notice.
DISCLAIMER: While we have made every attempt at accuracy in this manual, we are not responsible for
typographic, printing or technical errors.
The success of Tri County Metals has been, and will continue to be, because of our valued customers. We strive to
be a company where contractors as well as home owners are welcome. We will assist you in calculating the
materials needed to complete your project and at a price you can afford. We understand that our customer’s time
is important and we make every effort to get you in and out as quickly and efficiently as possible. Quality, price,
service and availability are the mainstays of our business and we don’t plan on changing it.
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Name: _____________________________________________Phone: _________________________________
Address: ________________________________________________________________________________________
Email: _______________________________________________Job Name: __________________________________
Pickup Location: ____________________________________
Delivery Location: _________________________________________________________________________________
Panels
Ultra-Rib
Gauge: _______________
Color: _______________
PBR
Gauge: _______________
Color: _______________
TCM-Lok _____________
Gauge: _______________
Color: _______________
SL-Lok
Gauge: _______________
Color: _______________
5V
Gauge: _______________
Color: _______________
Enter Panel Sizes
Quantity Feet Inches
TRIM QTY
Drip Edge
Ridge Cap
Hip
Cap
Gable
Rake
W-Valley
Sidewall
Endwall
Transition
Flashing
Chimney
Flashing
Panel
Starter
Z-Flashing
Eave
Cleat
INSULATION/VENTILATION QTY
TCM Radiant Barrier
TCM Radiant Tape
FlexPro
Snap Z
SEALANTS QTY
Peel and Seal
TCM Sealant
Expanding Foam
Butyl
Inside Closures
Outside Closures
UNDERLAYMENTS/PURLINS QTY
Ultra HT Wind & Water
Synthetic HT Underlayment
1 x 4 x 12 SYP
Quote Request Order
Please select:
MS-Lok
Gauge: _______________
Color: _______________
Trenton
301 SE 16th St
Trenton, FL 32693
Office # (352) 463-8400
Fax # (352) 463-0785
Live Oak
10142 90th Trail
Live Oak, FL 32060
Office # (386) 330-0101
Fax # (386) 330-0167
Ocala
3021 Northwest Blitchton Rd.
Ocala, FL 34475
Office # (352) 622-5500
Fax # (352) 622-5502
Tallahassee
3708 Northwest Passage
Tallahassee, FL 32303
Office # (850) 574-4001
Fax # (850) 574-4003
Brooksville
922 Ponce De Leon Blvd
Brooksville, FL 34601
Office # 352-587-8120
Fax # 352-587-8122
DeLand
1721 Langley Ave.,
DeLand, FL 32724
Office# (386) 738-2579
Fax # (386) 734-5044
Jacksonville
4255 Dignan St.,
Jacksonville, FL 32254
Office # 904-490-6004
Flat Endwall
Flat Ridge Cap
Specialty Trim 2
(attach drawing or draw in box)
Notes: FLASHINGS
QTY
Standard
QTY
High TempRoof Boots
#3: 1/4” - 5”
Color:
#5: 4 1/4” - 7 1/2”
#7: 6”-11”
#9: 9” - 19”
Electric Pipe Boot
Touch-Up Paint Pen
Gooseneck
Vents
Spray Paint
Wood Binder
QTY
FASTENERS Woodgrip
Screw QTY
WoodZac
QTY XG QTY
1”
1 1/2”
2”
Pancakes
Tek
Screws
Lap
Screws
FASTENERS QTY
Stainless Rivets
Painted Rivets
Purlin Screws #9 x 3”
Collated Nails
Stick Nails
Trim Nails 1-1/4”
Felt Nails 1 1/4”
Stinger Nails
WoodgripFASTENERSWoodgrip
Screw QTY
WoodZac
QTY XG QTY
1”
1 1/2”
2”
Pancakes
Tek
Screws
Lap
Screws
FASTENERS QTY
Stainless Rivets
Painted Rivets
Purlin Screws #9 x 3”
Collated Nails
Stick Nails
Trim Nails 1-1/4”
Felt Nails 1 1/4”
Stinger Nails
Woodgrip
Specialty Trim 1
(attach drawing or draw in box)
Please sketch out your trim and include clear dimension measurements, pitch needed / degrees of each angle needed, and an arrow to help the fabricator know on what side the paint color needs to be oriented.
QTY: ___ Ga: ____ Color: ________ Stretched Out: ____QTY: ___ Ga: ____ Color: ________ Stretched Out: ____
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□ METAlS
Make Your Next Boor Your Last
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FL# 4595.5 R5
Product Evaluation Report
TRI COUNTY METALS
0.032” Aluminum TCM Lok Roof Panel over 7/16” OSB or
15/32” Plywood
Florida Product Approval # 4595.5 R5
Florida Building Code 2020
Per Rule 61G20-3
Method: 1 –D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Tri County Metals
301 S. E. 16th Street
Trenton, Florida 32693
Engineer Evaluator:
Johnathan Green, P.E. #88223
Florida Evaluation ANE ID: 12901
Validator:
Brian Jaks P.E. #70159
Contents:
Evaluation Report Pages 1 – 4
Force Engineering & Testing
19530 Ramblewood Drive
Humble, Texas 77338
Phone: (281) 540-6603 FAX: (281 ) 540-9966
Website: www.forceengineeringtesting.com
FL# 4595.5 R5
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, Sections 1504.3.2.
Product Description: 1” Nailstrip Roof Panel, 0.032” Aluminum, 15 ¾” Coverage, Roof Panel attaching to 7/16” OSB or
minimum 15/32” APA Plywood decking. Non-structural
Application.
Panel Material/Standards: Material: 0.032” 3105-H24 ASTM B209 Aluminum conforming to Florida Building
Code 2020 Section 1507.4.3.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2020, Section 1507.4.3
Panel Dimension(s): Thickness: 0.032” Aluminum
Width: 15 ¾” max coverage
Female Rib: 1” tall
Male Rib: ¾” tall rib w/ slotted strip.
Panel Seam: Snap Lock
Panel Fastener: Through Panel Slot: (1) #10-12 x 1” Pancake Type A
¼” minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4.4.
Panel Seam Sealant: 3/8” wide continuous bead of Titebond WeatherMaster Metal Roof Sealant
applied to the inside edge of the male rib prior to installing the next panel. See
detail for location.
Substrate Description: Min. 7/16” OSB sheathing or 15/32” thick, APA Rated plywood over supports at
maximum 24” O.C. Design of OSB and plywood and supports are outside the
scope of this evaluation. Substrate must be designed in accordance w/ Florida
Building Code 2020.
Force Engineering & Testing
19530 Ramblewood Drive
Humble, Texas 77338
Phone: (281) 540-6603 FAX: (281 ) 540-9966
Website: www.forceengineeringtesting.com
FL# 4595.5 R5
Allowable Design Uplift Pressures:
Table "A"
Maximum Total Uplift Design Pressure: 75.0 psf 112.5 psf
Panel Seam Sealant: NA 3/8” Bead
Panel Fastener Spacing: 4 ½” O.C. 4 ½” O.C.
*Design Pressure includes a Safety Factor = 2.0.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2020, Section 1504.3.2.
Evaluation Report Scope:
The product evaluation is limited to compliance with the structural wind load requirements
of the Florida Building Code 2020, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
UL 580-06 - Test for Uplift Resistance of Roof Assemblies
UL 1897-2012 - Uplift Test for Roof Covering Systems
Reference Data: 1. UL 580-06 / 1897-2012 Uplift Test
PRI Construction Materials
Report No. TCM-001-02-01 Dated 01/19/2020
2. Certificate of Independence
By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing
(FBC Organization # ANE ID: 12901)
Quality Assurance Entity:
The manufacturer has established compliance of roof panel products in
accordance with the Florida Product Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2020, including Sections
1507.4.2 and in accordance with Manufacturers recommendations.
Force Engineering & Testing
19530 Ramblewood Drive
Humble, Texas 77338
Phone: (281) 540-6603 FAX: (281 ) 540-9966
Website: www.forceengineeringtesting.com
FL# 4595.5 R5
Installation:
Install per manufacturer’s recommended details.
Underlayment:
Per Florida Building Code 2020, Section 1507.1.1 and manufacturer’s installation
guidelines.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2020 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2020
Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
Force Engineering & Testing
19530 Ramblewood Drive
Humble, Texas 77338
Phone: (281) 540-6603 FAX: (281 ) 540-9966
Website: www.forceengineeringtesting.com
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