HomeMy WebLinkAboutBldg Permit #17-1359- 7912 Aurora Ct- 8/24/17From 3214216375 1.321.421.6375 Thu Aug 24 10 41:22 2017 MJI0 Page 1 of
CITY OF CAPE CANAVERAL Tracking #
BUILDING PERMIT APPLICATION Permit #
RECIE ED
ALG 2 it 7017 (321)868-1222
City of Cape Canaveral Building Department - P.O Box 326 - 110 Polk Avenue - Cape Canaveral, FL, 32920
You may download this application: www,citvofcapccanaveral.ot'g. You may fax to: (321)868-1247. All applications must include the
backside of this form and 2 sets of supporting documents. Important: Please complete the checklist on the back of this form and provide
other documentation as indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless
complete.
APPLICANT WILL BE CALLED WHEN PERMIT IS READY
(Contractor/Owner-Builder is required to sign for the building permit. unless indicated otherwise by affidavit. I.D. may be required)
Address of Job Site: 7911 A-v.rore, C4-. Go►.pe &na e-ra( 6.12.0 Zoning classification: Flood Zone:
Legal description of property: TWN: RNG: SIC: SUBD: BLK: LOT: P13: PG:
Property Owner Name: Ht rson Hoi�.inn$ Phone: ( 03 X5$-'18/ei
Address: 79l At�rcre Ci-- Gere CAAeLj serol FL 3a4ao
Fee Simple Titleholder's Name (ir'other than owner): Address:
Bonding Company:
Mortgage Lender:
Address:
Address:
\I
Type of Permit
Brief description of work:
Const.
Type
(IA,
V13,
etc)
Occu-
pancy
(tassiftca
-tion
(13,R1 .R3
etc.)
Z(
Building
ov,e_ arIA. Q.epIGiGe_
12- 0 stied- moa* rt`e
BA-L./lien Roof
Electrical
# of
water
closets
Valualionofwork
(copy of Contort Rrquircd)
o
Commercial
Plumbing
/>?eTbov.rne FL. 3A-Ro 1
Phone (office): j J -637' Phone(cell!pager.): N/A- Fax: q. ,)-es7S
State License No.: GGG13a.
Mechanical
Electrical Contractor Name:
Name of Companv:
Other
)0
SFR
'+I
Type of
Building
(please
indicate as
applicable)
Square
Feet
under
roof
Const.
Type
(IA,
V13,
etc)
Occu-
pancy
(tassiftca
-tion
(13,R1 .R3
etc.)
FPI. lines
currently
available to
serve this
propert)?
Yes/No
Cit Sewer
available
to serve
this
property?
Yes/No
# of
Concrete:
asphalt
Parkingunits
Spaces
Not'
stories
# of
dwel-
ling
# of
bed-
rooms
# of
water
closets
Valualionofwork
(copy of Contort Rrquircd)
o
Commercial
Address: ? OO S. HcJbor G
/>?eTbov.rne FL. 3A-Ro 1
Phone (office): j J -637' Phone(cell!pager.): N/A- Fax: q. ,)-es7S
State License No.: GGG13a.
Electrical Contractor Name:
Name of Companv:
$
)0
SFR
State License No.:
Phone (office): Phone (cell/pager.):
Fax:
Plumbing Contractor Name:
Name of Company:
$ g, os.00
$
Townhouse
State License No.:
Phone (office): Phone (cellipager.):
Fax:
Apartment
Mechanical Contractor Name:
Name of Company:
Address:
State License No.:
$
$
Phone (office): Phone (cell!pager.):
Condominium
Specialty/Other Contractor Name:
Address:
Name of Company:
State License No.:
Phone (office): Phone (cell/pager.):
Fax:
Other
$
Architect/Engineer Name:
Name of Company:
Address:
State License No.:
Phone (office): Phone (cell/pager.): _
Fax:
Primary Contractor Name: 2-44A1
o
i C Name of Company: "Pl Q,C,,Ayairstw S •.1-cor,erfuc,{to.o._
Address: ? OO S. HcJbor G
/>?eTbov.rne FL. 3A-Ro 1
Phone (office): j J -637' Phone(cell!pager.): N/A- Fax: q. ,)-es7S
State License No.: GGG13a.
Electrical Contractor Name:
Name of Companv:
Address:
State License No.:
Phone (office): Phone (cell/pager.):
Fax:
Plumbing Contractor Name:
Name of Company:
Address:
State License No.:
Phone (office): Phone (cellipager.):
Fax:
Mechanical Contractor Name:
Name of Company:
Address:
State License No.:
Phone (office): Phone (cell!pager.):
Fax:
Specialty/Other Contractor Name:
Address:
Name of Company:
State License No.:
Phone (office): Phone (cell/pager.):
Fax:
From 3214216375 1.321.421.6375 Thu Aug 24 10:41:22 2017 MDT Page 2 of 7
11
Building Permit Application Checklist
Notes
Completed Permit Application
Current code edition: FL i3Idg. Code Fifth Edition (2014)
Current survey showing all proposed construction and landscaping
Check with Bldg. Dept. for setbacks
Notarized signature — Owner/Builder Affidavit
if owner is acting as contractor
Sewer Impact Fee receipt
Maybe deterred until C.O. Unless job is remodeling
County Impact Fee receipt
May be deferred until C.O.
Capital Expansion Impact Fee receipt
Maybe deferred until C.O.
Sidewalk Impact Fee recei.1
ti sidcwalk exists on lot
Recorded Warranty Deed / Proof of Ownership
, Copy of Recorded Notice of Commencement (over $2,500)
Over $7,500 for Mechanical change out
Current Cert. Of Liability Ins./Worker's
Comp. Policy / Exemption
Approval
Record will be kept on file after initial submittal
For all work visible from Public Right -Of -Way
Community Appearance Board
--,,
Planning and Zoning Board Site Plan Approval
for all new construction of four units or more
Concurrency Forms
For all new construction not part of approved site plan
Primary Contractor's State License
Record will be kept on file after initial submittal
Subcontractor's
State License
Authorizations:
Record will be kept on file after initial submittal
Notify Building Department of contractor changes
Plumbing Contractor
Plumbing Contractor
Electrical Contractor
Electrical Contractor
Mechanical Contractor
Mechanical Contractor
Roofing Contractor
Roofing Contractor
Swimming Pool Contractor
Swimming Pool Contractor
Gas Contractor
Gas Contractor
Specialty/Other Contractor
Specialty/Other Contractor
Construction Drawings:
Per F.B.C. 104
Three sets of sealed construction drawings
Per F.B.C. 104
Truss layout and reaction summary
Cutsheets and shop drawings will be needed at time of inspection
Electrical Load Calculations
Plans must indicate person responsible for calculations
Electrical Riser
All new service must be located underground
Plumbing Riser
Plans must indicate person responsible for design
A/C layout
Plans oust indicate person responsible for design
Two sets of Energy Calculations
Pians must indicate person responsible for calculations
Lot Drainage Survey
Four sets of Fire Suppression/Sprinkler.'Alarm specifications
Requires Fire Dept. approval prior to issuance of pemnit
Pool Barrier Requirement Form (signed)
Pool pennits will not he issued without barrier
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or
installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all
laws regulating construction in this jurisdiction. The Building Code in effect at the time of this application is the Florida
Building Code 5th Edition. 1 understand that all permits require inspections as indicated and that it is the responsibility of
the permit holder to notify the building department when ready for inspection(s). This permit application is valid for 180
days from date of submission. By signing, applicant affirms that all above is true and correct and that he/she is an
authorized agent of the Contractor/Owner and has the authority to apply for this permit.
*ALL OTHER APPLICABLE STATE OR FEDERAL PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT*
Applicant's Name: R(,alr ,t, Applicant's Signature: eF
Date: $ /a.J4 / 2-o17
Site Address: "Fel wfore+`G
e GAnaverD-11 =L 3 (2sl ao
For Notary use only: State of Florida, County of Brevard
Sworn and subscribed before me this 9.1.1 day of A v.t,� 8 �- , 20 1 ? , by R , i . rti�F
Printed name of Applicant
who produced identification: or
is personally known to me.
Seal: ;•;4*k AMANDA ZEIGLER
•••i: MY COMMISSION # GG073053
,,;,•` EXPIRES February 14, 2021 This form may be duplicated.
Signature : ry Public At Large
From 3214216375 1.321.421.6375 Thu Aug 24 10:41:22 2017 MDT Page 3 of 7
- 11111
•
L`.. PROPERTY RENOVATIONS
` "Atvn' CONSTRUCTION; LLC . `",
AkibikSot4
Name:
Address: 7912 Aurora Court
City: Cape Canaveral, FL 32920
Phone: (202)258-4814
Date: 12/12/16
Email: candi200000a7aoi,com
CGCO20839, CCC1329801
We propose to provide materials, labor, and insurance to perform the following:
Flat Roof Replacement
1. Remove existing flat roof system down to the wood decking.
2. Re -nail the wood deck to meet the new state laws.
3. Replace any bad plywood @ $70.00 per sheet and 1"x 6" fascia @ $9.00 per foot. (2) sheets
included.
4. Install a self -adhered underlayment over the plywood deck.
Note: This proposal does not include the removal, replacement or reinstallation of any
component concerning HVAC and adjoining duct systems. PRC will only be responsible for
the flat roofing system. If there are any unforeseen damages to roof rafter framing, a change
order will be issued at that time for the additional cost of repairs
5. Install new lead pipe boots.
6. Install new aluminum drip edge. (White)
7. Install a tapered iso -insulation board for positive water shedding.
8. Install new modified bitumen cap sheet.
Note: If there are any unforeseen damages to chimney stone or structure including flashing,
siding, wall flashing, roof framing or any interior damages, a change order will be issued for
the additional cost of repairs.
9. Execute minpr file repairs for up to 6 broken goof tiles. itcu.);',4' ZS 47 fl4
itsciaecrtai aF FLT RdooF Rd'AT 'T - EL IA/4 R2'- p (S '/, deRSl
10. Pull permit and schedule all inspections to meet local building code compliance. ,�
11. Remove all debris from job -site. _
Total Cost: $8,495 Initial: kir M4-
> PC will honor a 10 -year material and labor warranty on the scope of work as listed
above.
From 3214216375 1.321.421.6375 Thu Aug 24 10:41:22 2017 MDT Page 4 of 7
❖ Please read your proposal carefully. Our goal is to put everything in writing in a very detailed
scope of work. If it is not in writing on this contract, that means either you did not agree to pay
for it or we did not agree to do it. So we both agree if it is not in the written and agreed upon
scope of work, then it will not be done. If you would like additional work, a change order will be
filled out for customer and contractor signature.
❖ If you, the customer, provide any materials for your project, PRC is not responsible for them.
PRC is not responsible for their function, pricing, customer services, and parts or pieces. We can
direct you to where we think (our opinion) good pricing is for materials, but we do not have any
responsibility over anybody else's products or materials. We prefer to start projects when ALL of
the materials have arrived on the job site.
d• The wind mitigation inspection is completed by an outside vendor that has a schedule that is not
controlled by PRC. The final payment of the project is due the day of the completion and final
inspection by your local building department. The wind mitigation inspection is not a pass nor
fail inspection, therefor will not postpone the finalizing of this contract. An installed roof that
has passed inspection from the local building department that states the work was compliant to
current Miami Dade rated industry standards satisfies the obligation of PRC as the roofmg
contractor.
Received Deposit of: $ 3,b9g on July 8, 2017 Check number: 12-06
Initial: VF Vince Falcone PRC
Thank you for the opportunity to bid this job. Please call me if you have any questions @321-216-6084.
Your signing and returning this will constitute our agreement. A 40% deposit is due to start the permit
process and to add your project to the scheduling board. The balance is due upon day of completion.
Large projects will require progress payment as follows; 40% deposit and the balance due upon
completion. There is a 3% service fee for all credit card payments. This price is good for 30 days due to
the fluctuation in material prices.
Estimator/Project Manager
Accepted By Signature Date
Ad's, V+01 .6.S
V
Printed Name
From 3214216375 1.321.421.6375 Thu Aug 24 10:41:22 2017 MDT Page 5 of 7
0
CAPE CANAVERAL BUILDING DEPARTMENT m
Roofing Permit Application Requirements5
Contractor it rVetvove.,4; ans ot.. 6,,,,A--. Phone 3a3 — I-1 J — 6 3 7 'I
0
0
Job Address -741_1-. _ au.f o re- j G Caee_nr e.r J ft.: 3 a'9 ' -0
e� r�
a•
Work Description move._ cu-kU�?..eek e Ia: 14....F14 -A- oc4 .eAk ?jt- 1ye,r )
U RQd-
REQUIRED ITEMS:
I) One (1) completed APPLICATION FOR BUILDING PERMIT.
2) Two (2) copies of the Roof Specifications for each type of roof covering. (Not required for typical shingles).
3) Roof pitch (slope): Vk"t. in 12.
4) Roofing Type Area Weight or Specification Manufacturer . Deck Insulation
a) Shingle: sq.
b) Tile: sq
c) Built -Up: sq.
d) Single -Ply: sq.
e) Other Type jz sq. ;L p1/moe1B1 . 611 F
INFORMATIONAL NOTES FROM THE FLORIDA BUILDING CODE:
1) Roofing shall be applied in accordance with the Florida Building Code current edition, and the
Manufacturer's current published application instructions.
2) The entire City of Cape Canaveral is designated to be in the 150 mph wind zone, exposure category "C". All
types of roofing shall be installed in accordance with the manufacturer's specifications: Approved N.O.A.
3) Any damaged or rotted sheathing or fascia shall be replaced. All plywood rips shall be 24" min. width per
FBC.
Table 2304.7(3). Replaced plywood will need to be clipped or blocked.
4) Underlayment for shingle roofing for slopes less than 4:12 down to 2:12 shall be two (2) layers of asphalt
saturated felts applied in double coverage, or a self -adhering polymer modified bituminous sheet.
5) Re -Roofing (recovering) may be applied over only one (1) existing layer of sound roofing materials for a
maximum total of two (2) layers.
6)' Ifyouu:haye a flab f_(no slope), you positive f drainage.(no-ponding-of-water_affter 48=.r J'
thours) ai th time_ die -roofing.- a
7) A copy of the Roofing Specifications shall be kept at the job site along with the permit card at all times while
the permit is active. The permit card shall be conspicuously displayed and protected from the weather.
8) Inspections: 1. Sheathing 2. Dry -In (drip eve/valley flashing/vents) 3. Final
9) A notarized re -roofing roof deck nailing affidavit may be submitted in lieu of the roof sheathing inspection.
INFORMATIONAL NOTES FROM THE CAPE CANAVERAL BUILDING DEPT:
1) Re -roofing will need to comply with the Hurricane Mitigation Retrofit Requirements. Contact the Building
Department for more information.
2) During the dry -in phase, all roof openings (vents, skylights, etc) shall be marked and protected from falling
danger. Failure to provide fall protection is a violation of OSHA requirements and subject to fines.
3) Many peel and seal underlayments have restrictions as to how long they can be exposed to sunlight.
4) We don't want to slow down any re -roofing work waiting for an inspection. Schedule roofing inspections
one day ahead, so the inspector can see the roof covering installation while still in -progress.
5) An in -progress inspection is necessary for all re -roofs which have concealed fasters (i.e. tile, metal).
6) A final inspection is required when the job is complete.
7) No construction noise is allowed on Sundays and holidays (Ord. 34-154).
0
CONTRACTOR'S SIGNATURE:
G: Bldg.Dept.Fonns/Applications/Roofing Requirements 5/14
DATE: J//q/o/OI7
City of Cape (;anave,;,a
PERMITTED F91,1i " 11 .T f
is otm • ay e�` Il• 51
PERMIT No. ►*fir "/'
/
REVIEWED f/�! * .r_L,. t
;,...view of this plat: does not authorise violation of .
.ztatr' ti'4i:'1174i ,;t1Ci . ordinances or ."•i?tioes
Exterior Research and Design, LLC. d/b/a Trinity ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE -59166
Dp
NI TRINITY I ERD
EROOF (TEAR -OFF) OR RECOVER
D BASE SHEET, BONDED ROOF COVER
Roof Cover
MDP
Attach Ply Cap { s
P
' \ '�:, :y0ll'o : 1':
lI. 4,
:J;�'.-.SIA: ?'ryr -J,-,r'`6t�i t'k' •%4 ice, ,..,��k:T YJl:v j�tiN::Y �Fv y�y'' i�sl,`lC:mi'4u`� ,:2.;:.:::t'c
v.r+ r. _ .,.a+.:r. S;a7-'•,-Jr�::a,.r . �,v: x'. >va
....._.. .. ... ....prlP:`r•, >. .:�:�}. s.... .,-,..:"�jA''r1£,g :>X`.•�i4y r.J!_
8 -inch o.c. at min. 3 -inch lap and 8 -inch o.c. in r
two, equally spaced, staggered center rows.
Stress plates shall be primed with FlintPrime
(ASTM D41) primer or FlintPrime SA
(Optional)
SBS -SA
SBS -SA
-82.5*
6 -inch o.c. at min. 2 -Inch lap and 6 -inch o.c. In
three, equally spaced, staggered center rows.
Stress plates shall be primed with FIintPrIme
(ASTM D41) primer or FlintPrime SA.
(Optional)
SBS -SA
SBS -SA
-97.5.
6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. in
four, equally spaced, staggered center rows.
Stress plates shall be primed with FIIntPrime
(ASTM D41) primer or FlintPrime SA.
(Optional)
SBS -SA
SBS -SA
-127.5"
`h -;'f;`. r.5t' u'° C s R= * r.,J ';t; %. ,a2M sYs.>;°%";(::� are.ri < 1? :':t:t'�:.4';\`-5gi,l',`U "4t
�,:.........—l..aF<.6 �?...:...ftitr. t.J.'t t
6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three,
equally spaced, staggered center rows. Stress
plates shall be primed with FlintPrime (ASTM
041) primer or FlintPrime SA.
SBS -SA -H
i `r ge1.'`v.�.V Sp•S\"ry.. agg yyf'a1(:;y
SBS -AA, SBS -
TA or APP -TA
-97.5
7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three,
equally spaced, staggered center rows
SBS -SA -H
SBS -AA, SBS -
TA or APP -TA
-105.0
6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four,
equally spaced, staggered center rows. Stress
plates shall be primed with FlintPrime (ASTM
D41) primer or FlintPrime SA.
SBS -SA -H
SBS -AA, SBS -
TA or APP -TA
-127.5
-*Ix�`',`V� $``21`•'\1' Nw'¢>,Cr, w%`C<:'s8:1i4 :�":
tr ,Ci�
•
33•
12 -inch o.c. at 4 -inch lap and 36 -inch o.c. in two,
equally spaced, staggered center rows
65
BP -AA, SBS -
AA, SBS -TA or
APP -TA
" ,'Saggea471 :t %('},::..:
SBS -AA, SBS -
TA or APP -TA
-30.0`
12 -inch o.c. at 4 -Inch lap and 24 -inch o.c. in two,
equally spaced, staggered center rows
BP -AA, SBS -
AA, SBS -TA or
APP -TA
SBS -AA, SBS -
TA or APP -TA
-45.0”
Evaluation Report 3520.03.04-R16 for FL2533-R15
Revision 16: 10/14/2015
Appendix 1, Page 15 of 58
•
From 3214216375 1.321.421.6375 Thu Aug 24 10:41:22 2017 MDT Page 6 of 7
TABLE 1E-2: WOOD DECKS— NEW CONSTRUCTION, I
SYSTEM TYPE E; NON -INSULATED, MECHANICALLY ATTACH
System
No.
I Deck
Base Sheet
(See Note 1)
�SELF`Ac1NEifi
Base I Fasteners
;sgci;G>i ..v;�.yr
'.v.. .:. .. .
.:...................:...:...:...:.......t.:.<..;.,:,,.-.":.,,..,,.`i:...:a:,5..::d:;?::?:;.'�'tir;•4r�,:;>'-
tJG'SYSt�MS.- i;t?.
-. :.. ... •,�i:Y av �i ;sri'.::4,:: .".:,.. .-..::�.:-:
;'Fr'a?::rr,:^.-r\ p,.r.•
!%l'i.Ali'n .f"
� ...,l n ..
N, >cr,,,,,i,:.
<.ii'�%�� :,'
,r4Sii��.;.ow:,�!i�it', �:J.�,�rr::,.,.,u2iu`5�r; ;�a;rl_
� �.(!'. _ F is tiles003
W-72
Min. 19/32 -inch plywood at
max 24 -inch spans
Fllntlastic SA NailBase
See Note 2
W-73
Min. 15/32 -inch plywood at
max 24 -inch spans
Fiintlastic SA NailBase
Flintfast 3 In. Insulation Plates with
FlintFast #12 or #14; Trufast MP3 with DP
or HD; OMG 3 in. Round Metal Plates with
OMG #14 HD
W-74
; rH: ;;
L. R1DS,
Min. 1S/32 -inch plywood at
max 24 -inch spans
fa\ci%.;;1:1, f iZ ''...` it .,10 ll' : %',1
Fllntlastic SA NailBase
.'iv ..:.may. . ,urtr
Flintfast 3 in. Insulation Plates with
FlintFast #12 or #14; Trufast MP3 with DP
or HD; OMG 3 in. Round Metal Plates with
OMG #14 HD
., .. .,,-,IS'.21;i?E)+�,=-
- .t,....,,-,,,...,,..
N.• l t :.•.aa':a
\:!. ,!. �. ��;<�. �.{llp:: Fr,:'l:'�
Utz. , ,r::�; er . ,�„n'.rr ,.r...b.<:
..:. ,. n%*. ti...., ?...':.: •.^..u.,,.,..
r.c
: •aniG!?,%rs;�, "'8?. :>.F ,,''T" :•t.,• ss•sn,.,>-. ror
...� .• .... 'TC .'->tfyi:>,pr. rvv,} - �ra� ;
,i S,y!: I , y\ -'i, . 1... ,:}'2 ,e •
: w'. cs>.:. ..tt�t , t :,,e'�r...�-..,.�. �� .-a,,e. i�)'� ,a ,\<U, . ,S ,. �:Y
•. .� cl4sf.} a ��?;.:.:�1.,. a _S..l.. •:;,�;: t:: ���iii .:t\'r S: ✓.lS„h; .11
a
�. a �..,. 1:1 ..xU.. i. i
f . tl
W-75
Min. 15/32 -inch plywood at
max 24 -Inch spans
Glasbase; Flexl las; FNntiastic
g
Base 20; Poly SMS Base; Ultra
Poly SMS Base
Flintfast 3 in. Insulation Plates with
FlintFast #12 or #14; Trufast MP3 with DP
or HD; OMG 3 in. Round Metal Plates with
OMG #14 HD
W-76
Min. 19/32 -inch plywood at
max 24 -inch spans
Glasbase; Flexiglas; Fllntlastic
Base 20; Poly SMS Base; Ultra
See Note 2
Poly SMS Base
W-77
`�C�►J�/�IN1`IbNIR��YSTEIVIS:
Min. 15/32 -inch plywood at
max 24 -inch spans
:�i'.�t,.
Glasbase; Flexiglas; Fiintlastic
Base 20; Poly SMS Base; Ultra
Poly SMS Base
�a;y'z.�>Y;•.a� "�:'ait�MSY
Flintfast 3 in. Insulation Plates with
FlintFast #12 or #14; Trufast MP3 with DP
or HD; OMG 3 in. Round Metal Plates with
OMG #14 HD
�k:..i;. ����••f••':2,L:?l.
.,x: iS?,.Ato
., .
„�� ,: .-♦.�..rn
_ ,,bT4�iL:�a� �y
,y.,,• lS�
,..:.1: t,;,._,«. i-,.iY ,.L�
.A�...... .'1.....1 t711iY,"�„�:.'�,
v•. ,
v.,\,-,•, ,.y
.�?a��P4,„'�:gp'.i i” ,,7� !C 5 w.ti:: ;:y-
:1a si�7. ,N'-�Y: tv 1,U�, _�t •ig
.v .fir;,.%,u-cca_
�.?,.,.. ..t,- ....1:tyJ�':r .5�.n:(3G:'„5e�`) �T'i"5..,..�:. .�
W-78
Min. 23/32 -inch exterior
grade plywood at max. 24-
inch spans
Glasbase; All
Weather/Empire Base;
Flexiglas Base; Flintlastic Base
20; Yosemite
See Note 2
W-79
Min. 23/32 -Inch exterior
grade plywood at max. 24-
inch s pans
p
Glasbase; All
Weather/Empire Base;
Flexiglas Base; Fllntlastic Base
20; Yosemite
See Note 2
Exterior Research and Design, LLC. d/b/a Trinity ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE -59166
Dp
NI TRINITY I ERD
EROOF (TEAR -OFF) OR RECOVER
D BASE SHEET, BONDED ROOF COVER
Roof Cover
MDP
Attach Ply Cap { s
P
' \ '�:, :y0ll'o : 1':
lI. 4,
:J;�'.-.SIA: ?'ryr -J,-,r'`6t�i t'k' •%4 ice, ,..,��k:T YJl:v j�tiN::Y �Fv y�y'' i�sl,`lC:mi'4u`� ,:2.;:.:::t'c
v.r+ r. _ .,.a+.:r. S;a7-'•,-Jr�::a,.r . �,v: x'. >va
....._.. .. ... ....prlP:`r•, >. .:�:�}. s.... .,-,..:"�jA''r1£,g :>X`.•�i4y r.J!_
8 -inch o.c. at min. 3 -inch lap and 8 -inch o.c. in r
two, equally spaced, staggered center rows.
Stress plates shall be primed with FlintPrime
(ASTM D41) primer or FlintPrime SA
(Optional)
SBS -SA
SBS -SA
-82.5*
6 -inch o.c. at min. 2 -Inch lap and 6 -inch o.c. In
three, equally spaced, staggered center rows.
Stress plates shall be primed with FIintPrIme
(ASTM D41) primer or FlintPrime SA.
(Optional)
SBS -SA
SBS -SA
-97.5.
6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. in
four, equally spaced, staggered center rows.
Stress plates shall be primed with FIIntPrime
(ASTM D41) primer or FlintPrime SA.
(Optional)
SBS -SA
SBS -SA
-127.5"
`h -;'f;`. r.5t' u'° C s R= * r.,J ';t; %. ,a2M sYs.>;°%";(::� are.ri < 1? :':t:t'�:.4';\`-5gi,l',`U "4t
�,:.........—l..aF<.6 �?...:...ftitr. t.J.'t t
6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three,
equally spaced, staggered center rows. Stress
plates shall be primed with FlintPrime (ASTM
041) primer or FlintPrime SA.
SBS -SA -H
i `r ge1.'`v.�.V Sp•S\"ry.. agg yyf'a1(:;y
SBS -AA, SBS -
TA or APP -TA
-97.5
7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three,
equally spaced, staggered center rows
SBS -SA -H
SBS -AA, SBS -
TA or APP -TA
-105.0
6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four,
equally spaced, staggered center rows. Stress
plates shall be primed with FlintPrime (ASTM
D41) primer or FlintPrime SA.
SBS -SA -H
SBS -AA, SBS -
TA or APP -TA
-127.5
-*Ix�`',`V� $``21`•'\1' Nw'¢>,Cr, w%`C<:'s8:1i4 :�":
tr ,Ci�
•
33•
12 -inch o.c. at 4 -inch lap and 36 -inch o.c. in two,
equally spaced, staggered center rows
65
BP -AA, SBS -
AA, SBS -TA or
APP -TA
" ,'Saggea471 :t %('},::..:
SBS -AA, SBS -
TA or APP -TA
-30.0`
12 -inch o.c. at 4 -Inch lap and 24 -inch o.c. in two,
equally spaced, staggered center rows
BP -AA, SBS -
AA, SBS -TA or
APP -TA
SBS -AA, SBS -
TA or APP -TA
-45.0”
Evaluation Report 3520.03.04-R16 for FL2533-R15
Revision 16: 10/14/2015
Appendix 1, Page 15 of 58
•
From 3214216375 1.321.421.6375 Thu Aug 24 10:41:22 2017 MDT Page 6 of 7