HomeMy WebLinkAbout15-16496 —
�, � a CITY OF ZEPHYRHILLS
5335-8TH STREEf
(si3)�so-oo20 16496
BUILDING PERMIT
PERMIT INFORMATION I LOCATION INFORMATION
Permit Number: 16496 Address: 38831 B AVE
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: MOORES FIRST ADDITION
Est. Value: Parcel Number: 14-26-21-0010-02200-0070
Improv. Cost: 4,024.52 OWNER INFORMATION
Date Issued: 8/14/2015 Name: COSTON JOEL II &ALMA
Total Fees: 90.00 Address: P.O. BOX 877
Amount Paid: 90.00 DADE CITY FL 33526-0877
Date Paid: 8/14/2015 � Phone: (352)521-0404
Work Desc: REROOF T-P�` ��`� • �
CONTRACTOR S APPLICATION FEES
PAUL D SCHAPER ROOFIN I C REROOF R SIDENTI 'L 90.00
�� �
Ins e ons Re uired
DRY IN ROOF INSP
TAPE JOI RO F I SP
FINAL
REINSPECTION FEES: Reinspection fees will comQly with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the followmg reasons: a)wrong address b) condemned work rest�lting
from faulty construction c) repairs or correctioris not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site� plans not at job site g) work not accessible.
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, state agencies or federal agencies.
"Warning to owner: Your failure to record a no ice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany IApplication.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
CON CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLA�V REVIEW COMMENTS
Contractor/Homeowner: �AljL �CI-�R{� �►�► �Q� � �G
Date Received: � — � —' � �
Site: �$$3 I �3 A V �
Permit Type: R�R00 t= 4' �� �J �-�1 A�G�
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This co ent sheet shall be kept with the permit and/or plans.
K lvin � z —Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
i � � '
l!I!l!I Illll IlIII Ili!!Illll llil!Illll IlIII ll!!l lllll IIII(III
NQTICE OF C01vIMENCEMENT 2015i24205
;tate of FLORIDA County of PASCO "
tProperty Identification No: la-ze-zi-ooto-ozzoo-oo�o �N�
THE CJIYDEI2SIGNED hereby gives notice that improvement wilt be made to certain real property,and an '�6'"
accordance with Section 713.13 of the Florida State Statutes,,the following informatian is provided in this Notice of m m�
�.
Commencecnent: � �
I Dascription of p operty(legal descrip�ion}:• � �
h404RE5 FIRST AppinpM P8 I �~
' -I�
� PS 57 Wi/Z LOTS 7&8 BLK 22 3�� p
OR 3957 pG 1872 ' �•'
` 38831 B AVE �@�
Street Address ZEPHYRHILLS FL 33542-6007 �
2. General I7escription of Improvement:`�'".�'Sl l��C_��Q`� dU Tf��� '� m
3.Owaer Information: �asTOfiS 70EL D II&A�MA C � A
Po sbx s�� �
a)Name and address: oAOe crTV F�33sZ6-os�� �
b}Name and address of fea simple titleholder{i#'omar'mac:va+ner}:N!A �
c) Interest in property: Owner , _ �
4.Contractor: Pau1 Schaper, 8949 Gall Blvd.,Zephyrhills,FL.3354I —Ph:(813)782-0920,Fax:(813)715-4875 ��
5. Suraty: Bauer&Associates, 12210 Highway 301 N.,Dade City,FL 33525-$5,000 bond �°�a
'p N
6. Lender: Name/Address: N/A • �N�,
�z
7. Identity of gerson within the State of Florida desi ated by awner upon whom natices or other documents may (�i�
be served:N/A Nm�
a) Name and
w�o
address: �w�
b) Telephone No,: � Fax No. 3 n
(Opt) ( 'II o
� r. c��,..�
, 8. In additian to himself,owner designates the follow'ng person to receive a copy of the Lienor's Natice as (�o X
���
provided in Section 113.13(i}{b},Florida Statutes: �
Paul Schaper, 8949 Gall Blvd,Zephyrhills,FL 33541—Ph:(813)782-p920—Fax:($13)715-4875 �J`+�
. . , � -�
4. Expiratian date af Notice af Commencement(the expiration date is one year fi om the date of recording unless a m
different date is specified): �
WARNING TO dWtVElt: ANY PAYM�iVTS MADE BX THE�OWNER AFTE12 THE EXPIRATION OF THE NOTTCE OP
COMMENCEMENT ARE COlYS1DERED IMPROPER PAY�ENTS TJNAER CHAPTEIt 713,PAlYf I,SEGTION 913.13,FLORIIIA
STATUTES,Ah'D CAN t2ESULT IN YClt}IZ PAYiT1G TWICE FQR IMPR4YEMEMS TQ YQUR PRQPEItTY.A NQTiC�4F Y '
C(3iKMENCEMENT MUST BE RECORDED AND POSTED ON TRE JOB SITE BEFORE THE FTRST INSPECI'ION.IF YOU
INTEND TO OBTA�IN FINANCING,CONSULT 1lOUR LENDER OR�AN ATTORNEY BEFORE COMMENCING WORK OR �-
RECORLIING YOUR 1VOTICE OF COMMEHC�MEI+IT',
STATE OF FLORIDA [�t1„.�ll�'"� ��....--
COUIVTY OF PASCO
�igneture of Owner or Owner's Authorized Offictr/Director/Partner/Manager
�
Print Name
The�qregoing��strumsnt was acknowiedged before me this ��' j day of +�-� � ,2�,by
�� S�Dr� as pWy�e� (type au ri g afficer,trustee,
attorney in fact)for � {na arty on eh of whom instrument ��'
was executed). ,�
z,
Personally Known�OR Produced Identificatian � ' _
I ����R�J��i�
Type of Identification Produced ��;;n�" ���; SUZANNE ALLEN
�TATE 0� FL{�R6�A C(}U�TY QF PA�CC} �� a:,` ' c��� �A i ±._ Motary Public-State ot Fforida
r e�, � �1 ,,r �,r; �Y�amm.Expires Oct 25,2015
rf�F i��P`
TH18 IS TO CERTIFY THAT THE FOREGOING IS • � ,,,,,�• Commission#EE 131770
TRUE AND CORRECT COPY 4F THE DQCUME � ' �,_s-�� _� � • "°�"�,,,,��..� �
ON�ILE OR�F PUBLIG RECORD iN TH1S 0�'F C � ;:�' � ; �
WITN MY I-lAND AND FFICIAL S AL THI � In C�od1Ve 7rust �
d���.
DAY Q� ,, 2 �
._ _PAULA . 'NEIL, CLE"R _ OMPTROLLE �. `�.� �
� " Y8$7 •�
BY � �' DEPUTY CLERK � ' e e Q�.
���'��i���`�
I --
a���saoo2o City of Zephyrhills Permit Application Fax-s��-�eaoozi
� i Building Department
Date Received Phone Contact for Permitting U �� —�
� � � � � � � � r� ri �
Owners Name i er Phone Number
3sa- sai- o��� i
Owner's Address { i wner Phone Number
Fee Simple Titieholder Name �' i wner Phone Number �
Fee Simple Titleholder Address I
JOB ADDRESS J� � � � I LOT# �
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEw CoNSTR B ADD/ALT 0 SIGN 0 0 DEMOLISH
INSTALL REPAIR
PROPOSED USE 0 SFR Q COMM 0 OTHER
TYPE OF CONSTRUCTION � BLOCK � FRAME 0 STEEL �
DESCRIPTION OF WORK J� �. e�l�al ��I/3 Q � � D
BUILDING SIZE SQ FOOTAGE� HEIGHT
BUILDING $�0�� � VALUATION OF TOTAL CONSTRUCTION
DELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.RE.C.
�PLUMBING $ �����
OMECHANICAL $ VALUATION OF MECHAINICAL INSTALLATION �(
�GAS 0 ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLO��NE ARF�4 �YES NO
`v I
BUILDER COMPANY �y��� �W S�{I�
i �
_ ��'�
SIGNATURE C�. �� REGISTERm N FEE CUR n N
Address `,[ t � License# �
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
' Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N �cuRaEn Y/N
R
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIt1111111111111111111It1111111111111111111it
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-0.W Pertnit for new consUuction,
Minimum ten(10)working days after submittal date. Required onsite,ConsVudion Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster,Site Work Permd for subdivisions%large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page�(1)set of Energy Forms.R-O-W Pertnit for new construction.
Minimum ten(10)working days after su6mittal date. Required onsite,ConsVudion Plans,Stortnwater Plans w!Silt Fe�ce installed,
Sanitary Facilities 8 1 dumpstec Site Work Permk for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans. �
""PROPERTY SURVEY required for all NEW construction.
Directions:•
Fiil out application completely.
Owner 8 Contractor sign back of application,notar¢ed
If over$2500,a Notice of Commencement is required. (A/C upgrades overi57500)
" Agent(for the contractor)or Power of Attomey(for the owner)woutd be someone with notarized letter from ovmer authorrzing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PfoUSurveylFootage)
Driveways-Not over Counter ff on public roadways..needs ROW
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NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicabie deed restrictions. I
UNLICENSED COMTRACTORS AND CONTRACTOR RESPONSIBILITIES: if the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law If the owner or intended contractor are uncertair� as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Buildi�g Inspection Division—Licensing Section at 727-847- I
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign �
portions of the"contractor Block"of this application for which theylwill be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properfy licensi d and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WatedSewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agricultyre and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Appliqtion is
hereby made to obtain a permit to do work and installation asl indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatrnent. I
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable� aterways.
- Department of Health & Rehabilitative Services/Envjronmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A°�, it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the�area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect atljacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other inst�allations rtot specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building O�cial from thereafter
requiring a correction of errors in plans,construction or violations�of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within Isix months of permit issuance,or if work author'¢ed by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPRO EMENTS TO YOUR PROPERTY� IF YOU INTEND TO OBT IN FINANCING CONSULT
WITH YOUR LEN OR AN TTORNEY BEFORE RECORDING YOUR N OF CO ENCEMENT.�
FLORIDA JURAT(F.S.117. )
OWNER OR AGENT CONTRACTOR
S ' d�nd swom to e befo m this Sub ed nd swom lo or i ed bef ine t¢is��C✓
3 by � r '��'�5by � c_�{� s
o is/are personally known to me or as/hav Who is/are personally known to me or has/h
�� as identifiption. r� as identification.
I
i�g.G lic I Notary Public
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co ru�iQsi J N JONES commissiln No •�.� � ;
: MY COMIJI ION#FF236487 I _'; �'; MY COMIr11SSIOPI iF FF23W87
Na e o• �typed,p o • Name of Nota � � orsta�j[fq(�S��e 02,2Q79
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Florid��uildfng Code Online https.//www.floridabuilding.org/pr/pr_app_dtl.asps?param=wGEVX
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Product Appro_v_al Menu>Product or Application Sea�>��ti List>Application e a� J
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�h�t��rv����1:�°D�S�° � ? FL# �"" � � �C �! FL10703-R6
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��~,�✓^ � "�" Application Type ��„ Q U �Q � � Revision
Code Version a`�., p � p � � � 2014
A p plication Status U � a � � 'W �[ A p proved
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Comments � � Z � � � �
Archived Q a" � � �
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Product Manufacturer ,..� W Q � Mule-Hide Products Co., Inc.
Address/Phone/Email Q w �U U 1195 Prince Hall Dr
Beloit,WI 53511-5481
(608) 365-3111 Ext809
lindareith@trinityerd.com
Authorized Signature Timothy McFarland
lindareith@trinityerd com
Technical Representative Tim McFarland
Address/Phone/Email 1195 Prince Hall Dr
Suite A
Beloit, WI 535115481
(608) 365-3111
tim mcfarland@mulehide com
Quality Assurance Representative
Address/Phone/Email
lof3
Florida Building Code Online https://ww��.floridabuilding.org/pr/pr app_dtl.aspa?parain=�vGEVX�
Category Roofing .
Subcategory Single Ply Roof Systems
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Pro1
i%� Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Evaluation Report Robert]. M. Nieminen
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/29/2016
Validated By John W. Knezevich, PE
=j Validation Checklist- Hardcopy Received
Certificate of Independence FL10703 R6 COI 2015 O1 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard
AS�M-D463-7
FM 4470
FM 4474
UL 1897
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/20/2015
Date Validated 03/27/2015
Date Pending FBC Approval 03/31/2015
Date Approved 06/23/2015
2of3
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...�1 T�IIlIiTY�ERD
3
.'APPEN�IX�I:ATTpCNMENYREQUIREMENTS,FOR-WINOUPLIFTRESISTANCE"„ , ",,, ,� � ` ,�
Ta61e Deck Appllcation Type Descrlptlon Page
lA Wood New,Reroof(Tear-Off�,Recover C MechanicallyAttached Insulation,Bonded Roof Cover 3
18 Wood New Constructlon F Non-Insulated,Bonded Roof Cover 3
2A Steel ar Conc. New,Reroof(Tear-Off�,Recover C Mechanically Attached Insulation,Bonded Roof Cover 4-6
28-1 Steel or Conc. New,Reroof(Tear-Off�,Recover D Insulated,Mechanically Attached Roof Cover(Stress Plates� 7
28-2 Steel or Conc. New,Reroof(Tear-Off�,Recover D Insulated,Mechanically Attached Roof Cover(8attens) 8
3A Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 9-10
3B Concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded RoofCover 10
4A Various Recover A-1 Bondedlnsulatfon,Donded RoofCover 11-12
The following notes apply to the systems outlined herein:
1. 7he raof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. �oad resistance of the
roof deck shall he documented through proper codlfled and/or FBC Approval documentatlon.
2. Unless otherwise noted,fasteners and stress plates for Insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
Y Wood Deck: Mule-Hide HDP Fastener with Mule-Hide 3 in.Insulatlon Plate,OMG#12 or#14 Roofgrip wlth Flat Bottom Plate,OMG#12 Standard or ti14 HD with OMG Standard metal plate,Dekfast ti12
or St14 with Hex Plate,Trufast DP or HD with Trufast 3"Metal Insula[ion Plate Plates. Minimum'/.-fnch plywood penetration,or 1-inch wood plank emhedment
—�Ste�Deck: Mo�e=Hid€HDP-fastenerwith-Mule-Hide3-in.—Insulation-Plate�OMG-p12or�t14Boofgdpyvitl]Fla_tBottom Plate,OMG#12 Standard or tl14 HD with OMG Standard metal plate,Dekfast it12
or tt14 with Hex Plate,Trufast DP or HD with Trufast 3"Metal Insulation Plate Plates. Minimum'/.-inch steel penetration,engage the top flute of the stee ec .
➢ Concrete Deck: Mule-Hide HDP Fastener or Mule-Hide CF with Mule-Hide 3 in.Insulatfon Plate,OMG ti14 Roofgrip with Flat Bottom Plate,OMG#14 HD or CD-10 with OMG Standard metal plate,Dekfast
7114 or Dekspike with Hex Plate,Trufast HD or CF wi[h Trufast 3"Metal Insulation Plate Pla[es.Mlnimum 1-inch embedment. Fasteners installed with a pilo[hole in accordance with the
fastenermanufacturels published installatlon instructlons.
3. Unless otherwise noted,insulation may he any one layer or combination of polyisocyanurate,polysryrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prlme,SECUROCK Gypsuin-Fiber Roof Board or SECUROCK
Glass-Mat Roof Board that meets the OA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 26o3,4.1 or 2603.6,when installed wfth the roof cover
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be suhstituted for rigid insula[ion board for System Type D�mechanically attached membrane),wherehy the membrane fasteners are
installed through the LWIC to engage tlie structural steel or concrete deck.The structural deck shall be of equal or greater configuration to the steel and concrete deck Iistings.
5. Preliminary insulation a[tachment for Sys[em Type D=Minimum four fasteners per 4 x B ft hoard or minimum[wo fasteners per 4 x 4 ft 6oard.
6. Unless otherwise noted,Insulation adhesive application retes are as follows. Ribbon or bead width(s ax the time of application;the ribbons/beads shall expand as noted In the manufacturer's published instrudlons:
D Hot Asphalt: Applied at a rate af 20-40 Ibs./sq.
D OlyBond 500: Continuous'/.to 1-inch wide ribbons,12-inch o.c.using PaceCart or SpotShot application devices.
➢ lVofe: When multiple layers(sJ of insulatian and/or cover6oard ore/nstaded in ribbon-oppl(ed odhesive,adhesive rib6ons sha!/6e sYaggered from layer-[o-layer a distance of one-half Lhe ribGon spacing.
D Note:The maximum edge distonce from the adhesive ri6ban[o fhe edge of[he insulation board shall be naf less[han one-half the specffied ribbons spacing
Exterlor Research and Design,LLC.d/b/a Trinity�ERb Evaluation Report M31240.11.09-RS for FL10703-R6
Certificate of Authorization N9503 Revislon 5:03/20/2015
Prepared by: Robert Niemtnen,PE-59166 Appendix 1,Page 1 of 12
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7 lJnless othenuise noted,all insulations are Flat slock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limita[ions may be substituted with the following Maximum
�esign Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that Ifsted for a particular system in the tables,then
the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the[able:
➢ OlyBond 500: MDP -187.5 psf (Min.0.5-inch thick�
S. Bonded polyisocyanurate insulation boards shall be maxlmum 4 x 4 ft.
9. For mechanically attached components or partially 6onded insulation,[he maximum design pressure for the selected assem6ly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professlonal to resist the elevated pressure criteria. Commonly used methods are RAS 117,FM LPDS 1-29 and
ANSI/SPRI WDl. Assemblies marked with an asterisk'carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for 2one 2/3 enhancements.
10. For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no
retional analysis is permitted.
11. For mechanically a[tached components over existing decks,fasteners shall he tested in the existiny deck for withdrawal resistance. A qualified desi�n professional shall review[he data for comparison to the
minfmum requirements for the system.Testing shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
12. For existing substrates in a bonded recover or re-roof(nstallatlon,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing
roof system(for recover}shali be capable of reststing project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,
ANSI/SPRI IA-1 or TAS 124.
13. For System Type D,steel deck appllcations,the roof inem6rane shall be run with Its length perpendicular to the steel deck flutes.
14. For Recover Applications using System Type D,the Insulation is optlonal.Alternatively,min.0.25-Inch to 0.625-Inch Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof
8oard may he used as a separetor board,preliminarily attached prior to roof cover ins[alla[ion.The existing roof system shall be suitahle for a recover applica[ion.
�5._For membrane attachment using batten-strips,end laps shall 6e spliced with sufficient dimension to allow for minimum 2-fasteners at each batten-strip lap.
16. Side laps shall be sealed in ac[ordance with Mule-Hide requirements:
➢ Primed with Mule-Hide Tape Primer and adhered with Mule-Hide In-Seam 7ape
➢ Cleaned wtth Mule-Hlde Splice Cleaner and adhered with Mule-Hide Black or White Splice Adhesive. .
17 Membrane adhesive applica[ion rates are as follows:
➢ Mule-Hide Bonding Adhesive in a contact application at combined rete of 60 ft'/gal.
➢ WBBA 2000 in a contact application at a combined rate of 50 to 60 ft'/gal.
➢ Mule-Hide Acrylic Water Base Bonding Adhesive in a su6strate application at rete of S00 ft1/gal.
18. "MDP"=Mazimum Design Pressure is[he result of[esting for wind load resistance based on allowa6le wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report fv131240.11.09-RS for FL10703-R6
Certificate of Authorization fF9503 Revislon 5:03/20/2015
Prepared by: Robert Niemfnen,PE-59166 Appendix 1,Page 2 of 12
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TABLE lA:WOOD DECKS-NEW CONSTRUCTION,REROOF(TEaa-OFF�oR RECOVER
SYSTEMTYPE C:MECHANICALLYATTACHED INSULATION,BONDED ROOF COVER
System Deck Top Insulatlon Layer
Base Insulatfon Layer Ronf Cover/Adhesive MDP(psf)
No. (See Note 1) 7ype Fasteners Attach
Min.0.5-inch thick HP Recovery Board,Fiber Base HD3,GP High
Min.19/32"plywood (Optional)One or more Density Roof Fiberboard,min.0.25-inch thick Dens Deck,Dens Mule-Hide White-on-Black
W-1 or wood plank;max. layers,any combinatfon, Deck Prime or SECUROCK Gypsum-Fiber Roof Board,min.1.5-fnch See Note 2 1 per 2 ft EPDM/Mule-Hide Bonding •45.0`
24"spans loose laid Poly ISO 2,ACFoam II,ACFoam III,Polyiso HP-H,HP-N,HP-W,Poly Adhesive
ISO 1,H-Shield,H-Shield CG,ENRGY 3,P51-25,Multi-Max FA3
Min.19/32"plywood (Optional)One or more Mule-Hide White-on-Black
Min.1.5-inch Poly I50 2 WF,ACFoam Composite/FB,Polyiso HP-H , �
W-2 or wood plank;max. layers,any comhinatlon, See No[e 2 1 per 3 ft EPDM/Mule-Hide Bonding -45.o
24"spans loose laid Composite,H-Shield-WF,ENRGY3 Plus Adhesive
Min.19/32"plywood (Op[ional)One or more Min.2.0-inch Poly ISD 2,ACFoam II,ACFoam III,Polyiso HP-H,HP- Mule-Hide White-on-Black
W-3 or wood plank;max. layers,any combinat(on, N,HP-W,Poly I50 1,H-Shield,H-Shield CG,ENRGY 3,PSI-25,Multi- See Note 2 1 per 4 ft' EP�M/Mule-Hide Bonding -45.0'
24"spans loose laid Max FA-3 Adhesive
TABLE 18:WOOD DECKS—NEW CONSTRUCTION
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Roof Cover
No. Roof Deck MDP(psf)
Membrane Application
W 4 Min.15/32"thick Mule-Hide`PyroXL�"attached to wood supports spaced max.24"o.c.using SOd ring Mule-Hide Standard EPDM,FR EPDM or Mule-Hide Acrylic Water Base Bonding 75 Q
shank nails spaced 6"o.c.at panel edges and 12"o.c.at field supports. White-on•Black EPDM Adhesive at 1 gal/100 ft2
Min.15/32"thick Mule-Hide"PyroXlm"attached to wood supports spaced max.24"o.c.using No.8 x Mule-Hide Standard EPDM,FR EPDM or Mule-Hide Acryl(c Water Base Bonding
W 5 2%-Inch long course thread screws spaced 6"o.[.at panel edges and 12"o.c.at field supports. Whlte-on-Black EPDM Adhesive a[1 gal/100 ft2 97'S
Min.15/32"thick Mule-Hide"PyroXLm"attached to woad supports spaced max.12"o.c.using 10d ring Mule-Hide Standard EPDM,FR EPDM or Mule-Hide Acrylic Water Base Bonding
W-6 shank nails spaced 6"o.c,at panel edges and 12"o.c.at fleld supports. Whi[e-on-Black EPDM Adhesive at 1 gal/100 ft2 -105.0
Min.7/lfi"thick Mule-Hide FR Deck Panel A,Barrler Tethnology Corp"Blaieguard A",Mule-Hide FR Mule-Hide Standard EPDM,FR EPDM or Mule-Hide Acrylic Water Base Bonding
W-7 Deck Panel C or Barrler Technology Corp"Blazeguard C"a[tached to wood supports spaced max.24" y�hite-on•Black EPDM Adhesive at 1 gal/100 ft2 -120.0
o.c.using No.8 x 2h-inch long course thread screws spaced 6"o.c.at all supports.
Min.23/32"thick Mule-Hide"PyroXL°"attached to wood supports spaced max.12"o.c.using No.8 x Mule-Hide Standard EPDM,FR EPDM or Mule-Nide Acrylic Water Base Bonding
W�8 2h-inch long course thread strews spaced 6"o.c.at all supports. Whlte-on•Black EPDM Adhesive at 1 gal/300 ft2 -135.0
Min.15/32"thick Mule-Hfde"PyroXLm"attached to wood supports spaced max.12"o.c.using No.8 x Mule-Hide Standard EPDM,FR EPDM or Mule-Hide Acrylic Water Base Bonding
W�9 ZY,-Inch long course thread screws spaced 6"o.c.at panel edges and 12"o.t.at field supports. White-on-Black EPDM Adhesive at 1 gal/100 ft2 -140.0
Exterior Research and Design,LLC.d/b/a Trinity�EfiD Evaluation Report M31240.11.09-RS for FL10703•R6
Certlficate of Authorization q9503 Revision 5:03/20/2035
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 12
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