HomeMy WebLinkAboutSUBMITTED PAPERSDATE:
DUE;
RECEIPT #:
Permit #:
� A
St. Lucie County Building & Zoning-
2300 Virginia Avenue Ft. Pierce, FL 34982-5652
Tel.772-462-1553
APPLICATION FOR ROOF PERMIT
SEE REVERSE SIDE FOR INSTRUCTIONS o4n(y
1. Location/Site Address: ��/� /"/� N ii-1 Ucn Ue Y
2. Parcel ID Number: OO - (0
Office Use
Only
Section
Township
Range
Map Page
Zoning
Land Use
Initials
3. Description of Project or Work Activity: �6u X1,31 n6 Rau. ROD F.TnG T/)nrf_11_/ Ll AX 1300, zn 14a1"H3PtJnLT
4. Total Roof Area (square feet): MCD 5. Roof Pitch: / 1� 1' 02( / d /'
6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shin le
FG 6ASC pty pcyt( FG-
[ ] Tar & Gravel [ ] Modified Bitumen Other6UR rd- C/9015/aT ygLL 1/1
kot HsPnaL-E
[ ] N.O.A. or Florida -Product Approval required for all types of Roofing Material (2 Sets)
[ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
** Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information 8. Contractor Information
Name: j�VQIV S�QOAa
Address: 6/� I3eAc41 AUV)Ue-
City: PDT H L u C76- State: FL
Zip: Phone:
FL Reg/Cert #: C' C C 0 3 a S13
County Cert #: 9a7a
Business Name:
17d - 3 35- 9ssv
9. Value of Construction: $ #-936 Fees Due:
Receipt #:
Note Dry -in and Final Inspection Required
Additional inspection may be required per Product Approval
I D— 1
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be
done in compli7GNATURE
all applicable laws regulati co struction and zoning.
PRINT QUALIFIERS/OWNERS NAME OF QUALIFIER/ N R
STATE OF FLORIDA, COUNTY OF 2- L U CT6_� /, /
ACKNOWLEDGED BEFORE ME THIS �)M DAY OF JV Ly_ 20 td , BY 8,e4p 5, Hz)�A/�'
WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED_ AS IDENTIFICATION
7 � le 01P51Y pup4 Notary Public State of Florida
SI N TURE OF NOTARY— TYPE OR PRINT NAMOF F NOTARY a Q Denise(Saal)ay
✓ p 9F .� oeo Expy My ires 03/23/201 ommission D853848
COMMISSION NUMBER �� �� 6- 4; OF F, . P
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
335 9ss�
w
40$EPN E. SWITH, CLEW OF THE CIRCUIT COURT - SkINT LUCIE
FILE it 3616343 OR SwX 3913 $AG9 2911, �RQcovd4d 09/00/2011 at 10:15 AM
l ebL'd
F
N Trc�
'fIw igW0pd$au4 hrraay Vvua +nwhw m,a impmVement will bu madr to L;Kwn rwl Pn.Pwly, aad is ac wdmwa With ppv&' 7y3,
Fitui a.iL•autey dw 1'altuwiny infurmmi0n it Pravidedia th*Nvtiw of oamlMatamanl.
1- DE+3CRI MYUN OF PROPBRTY (L4m d .ba0djp1Wh sad $Wal p(erptX) TAR —JL10 KUM RBR. 3 419 -!s )- A - p 12 3 - p o Q - 6
z,GEt�RALD68CBlYflf t4FLMk�IaVEMBrrr: Rehabilitation :TfjCL IUD READOr_ +
3.OWNER DWORMA,71ON:
614 Beach Ave Port S �a,f riotWeeny owner
4, flwlm And rA4mp of fat sinvic dricloidu (if olbm dlm owari)
4,CON77tAC'MR'R TYAMi�AD4)�i88 ANDp�NItNt1l�3LER: A_ Thom&s_ Caristruc [ion ,,, .,^ ,
1380 Baysh_ore Dr, tart Eker�Q, F 4449 (7721595-526]_,,
3. &URF('lY'6 NAMR, ABDRW%; AND pRONK MWER AND AnNn.Mt1'0K t.... • _.. Y ---. --- t+
R, i.ttfVbkTt'Zi NAME, ADDRM AND PlIONE NUMBER+_,.,�,...._._,�.........,..._,_., s.
7.14ryv1nL wrilh'id IM Slula 1,f 1'NMICa 110a1�{lald+f ay t�w.,er upuu whom uwicnc ur alhla Jawu+ahwa ofay bu serval M provldcd by
Se¢l(nn 719.1$ (1}(u) 7„ Flluidu Smlulra: 4
N,1n 4dditiva la I.l. Lwor tw b,-tm . Chvr" lleiiEnatc% the fWlnwinE to a dus n coappy of tho U form Np[7aa as v�pp4 lif geatiall
713,i3(l)(b).FlliriunSlalweX,�t_ Lucie COlulty BOW ACCa: DrittanY Is
H� It. Rdl�b."ta PN ntitwirxs. 477N•St O G i AFL, 3G40�0, 772)682_1290
9.� re A nAG'RflarYrYr,16®r Sp's n�n�'lv1E Ci7 � Gf f"�- 3f'9.S'�t `'
.-VIAix wyvt aP •rHri �loTl[13 OP tOI.SMBMCN.iENT
e ANUBBCOAYIDH211Y0 lLVAl`41nN = mInaj,oAp cTA =j Nn N rt�
rd tiu� •pM,r PTO S
of Oatt4r or Vrl4t Nrm. and Provide?3k-Bnwry'a TirWOplm
oe �Wnar'a Aulkorized OfAcerlDlrocr;o /PeutaerfManalter
Alwa of Fie"
Co,dyer St. LUG•i� 1
The 1lwagoing irauumml way uelmuwledEed bL•roru me LMi 19 th day or 17u1 V .. ........... . .. . _- -_ --- luly— '
yyta.rez 13r Skwwaxt w, cowner
(rlarnaofAmmon} (rmoraulh•rtltr... 4-H-Owlfer,uf e.W.intalrc,da411byl(kr"')
i+ur ..... ..... ......_._...--- 7-1lT�
(Name orB:wly op babalr of whom iaWr•TMl *• was a&evulal) Pweumflly Knuwo_— ur paAswd lb : following type of R1: --..- y
i
bpjTNiYBWIM i
larittLx�n Smith i�1Ml((YWIWiIB19plVMr�08Nla
Bnc.d�al6lt:1{IhAdc"'Nytl'M
(Primed Nmm of Nntmy Public) tdwr of IN
Uoder peeoltim of Pmjury. r d�lI hara mpiog Eh thm (Am is it me vue la dlo lwst of my laowh:dEe end
mild (a 4dw 92.525, Float ).
S Oi d11nM di jkWvaf :
)
6T. Llf{;4E (;OURTY
THIS 1510 UVIFY TRA Tlil ++
!aR '1. N-••We
•`'
I 'd 9L91'0N 0NId00d ]VNI4ad0 Wd9V:Z
IIOZ 'Z 'd@S ����
Public World Department
Code Cotnplisince Division
2300 Virginia Avenue
Ft. Pierce, FL 34992-5652
JNS.PEI AR
RE; Permit #,K6
,licvnscd as aCQOnNO.O&�*,(AlOW print namo and circle llccnse type)gjoeer/A.rehitectl
1:S '468 Building Inapictor*
e s enarnt. building, Roolylls antlal, of hoofing Contactor or any tndividuel certified U der 461 F_S. to tneke kueh an
shown ar All n 1h edec mud include phntonmphs of each plane of the roof with the permit # or addreebr d clearly
shown rtf�tticed on the deck For eaey Inspcetion.
On or about V I,
(note sc dme} , I did pvrsonally inspect the
a1 . to er ar rk .
(circle onO worat C UEf1G�
,(Job3ito.Addressj
Based upon th$t� examil�$tiOn I have determined tho installadott was done according t4 the.
Hurricane Mttigadd n Retrofit Manual (Based on 553,844 F.S.)
& Seal
STATE of FI:.QAIDA
COUNTY OF LL!C,6,
SWorn to and subscribed before ma this day of �y� j
by � ""7.` 20JL
D�Id. Whn le personalty known or who has produced
sat ld®ntit7catlon.
Nt>.; ry pubic State of Florida
Notary Public, 5tatio of Florida ;;,,:¢ :)er i:.y Lomay
MY 03MMIs8ion D0853a48
� .,;6ja °�SXIUre9 031ZN12043
Signature of Notat; . ... . ,
Commisolon No.! S73,
(3eaE}
Qmt 9/27107
d 'd 9L91'ON DNId00d IVNIOPO U t:ti 11OZ 'a 'daS
SECTION• 1525
HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT ICACON001
Florida Building Code Edition 2007
High -Velocity Hurricane Zone Uniform Permit Application Form. -
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF.
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Low Slope Application
Prescriptive BUR=RAS 150
Asphaltic Shingles
Concrete or Clay Tile
Metal Roofs
Wood Shingles and Shakes
---------------
Other
Required Sections of the
Attachments Required;,,
. r. •: "` " "'
Permit Application Form
See'List Below
HARVEY E. •KOEHNEN
Professional Engineer32831
A,B,C
1,2,3,4,5,6;7
7205 Erse Cirdre'
Port St.. Lucie, FL 34952-3212 .
✓A,B,C
4,5,6,7
`77i)1489' 3035 fax.
A,.B,D
1•,2,4,5,6,7
A,B;D,E
1,2,3,4,5,6,7
1,2,3,4,5,6,7
A,B,p
1 2 4 5 6 7
As Applicable
11,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1. Fire.Direclony Listing Page
2. From Product Approval: .
Front Page
Specific Syst&n'D•escrip-iion
Specific System Limitations
General Limitations
Applicable Detail Drawings =: ..::.......__..._ ... _ ....
3. Design Calculations per Chapter 16, or If Applicable, RAS 12.7 or RAS
128
4. Other Component of Product Approval
5. Municipal Permit Application
6. Owners Notification for Roofing Considerations (Reroofing Only)
7. Any Required Roof Testing/Calculation Documentation
2007 FLORIDA BUILDING CODE COMME'4 T'
ROOF ASS21ABLIF-S AND ROOFTOP STRUCTURES'
Ft riaa BUiiding Oode Edition 2007
Uniform Permit Application Form.
SG;r�•fiier+'A
Master Permit No. Process No.
Contractor's Name d' A iL� 1 iJ A L (Z0 o F I N&%
Jab Address �O ( 4 ae ke-1-1 .ps L,
RQOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood ;h!nglERXAVllM8.E. KOEHME14 '
Shingles' Professional Engineer'32831
7206.Elyse Circle
A Prescriptive BUR-RAS 150 Port St. Lucie, Fri 34952-3212
(772) 4�973035 fax
ROOF TYPE
❑ New Roof KReroofing ❑, Recovering ❑ Repair 0 .Maintenance
ROOF SYSTEM -
1NFORMATIOtI
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) ' �VA
-Section. B (Roof "Pianl
Sketch Roof Plan_ Illustrate all levels and sections, roof'drains, scuppers,* overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure -zones and location of
parapets.
49
to p"oed
w11bJ*32 CK
Rd ring shank
head ill long,
fiep to trussi
�I
2007 FLOP.IDP. BUILDING CODE COMMENTARY
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Fiodda [3uiiding Code. Edition 2007
High -Velocity Hurricane Zone Uiiiform Permit Application Form. .
Section Q (Low Slope Application) Surfacing: ) tiI1'0r261 L_
Fill in specific roof assembly components
and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment:• .
(If a component is not used, identify as "NA")
Field: 8' " oc @ Lap, # Rows _ @ " oc
System Manufacturer: zERTF.tl3 TF-EP E(3/
Perimeter: try " oc @Lap, # Rows :3 @ g . " oc
Product Approval No.:
Design Wind Press 13ss, From RAS 128 or Calculations:
Pmax1: ~ 3b- ¢ Pmax2:- 5l' o Pmax3: 7
Max_ Design Pressure, from the specific Product
Approval system:
Deck: 3
Type: PLY W Dc P
r4
Gauge/Thickness: �3Z
Slope:
Anchor/Base Sheet & No. of Ply(s): ALAS '6AU5F- I PL"(
AnchorBase Sheet Fastener/Bonding Material:
S161� RS >s�.tt s � A•p��oaGorC),DCrR1'S
Insulation Base Layer: _
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness: —
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet(s) & No. of Ply(s):I-l_INiyL_A 5
Ply Sheet Fastener/Bonding Material:
14v•r luoP
,
Top Ply: 1=LIOT4LAS NItIJEen,Z, 5Je_F1,-__NOTE:
Remove existing roo ing to plywood
Top Ply Fastener/Bonding Material: * Replace rotten plywood withJ9/32 CDX
(+-7: fil,Of * Re=nait'entire roof with 8d ring shank nails
(0.113" diatn. full round head"2" long)
Spaced 6" o.c. at ends & fief] to trusses
15-58 2007 FLORIDA BUILDING CODE COMMENTARY
Corner: •p " oc @ Lap, # Rows 3 @ % " oc
Number of Fasteners Per Insulation Board:
Field _ Perimeter. Corner ^
Iliustrate Components Noted and Details as
Applicable:
Woodblo6drig, Gutter, Edge Termination, Stripping, Flashin.5.
Continuous Cleat, Cant Strip, Base Flashing,.Counter-
Flashing, Coping; Etc.
Indicate: Mean Roof Height, Parapet Height, Height,of Basp
Flashing-, Component Material, Material Thickness, Fastenerl /
Type, Fa
AR EY E. KOEHNEH .
Professional Engineer 3283i
7205 Elyse Circle
Port St. Lucie, FL 349523212
(772) 489-3035 fax 1
M 1 A M I-DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
CertainTeed Corporation (PA)
1400 Union Meeting Road, P.O. Box 1100
Blue Bell, PA 19422
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee to be used in Miami Dade County and other areas where allowed
by the Authority Having Jurisdiction (AM).
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County)
and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material
tested for quality assurance purposes. If this product or material fails to perform in the accepted. manner,
the manufacturer will incur the expense of such testing and the AHJ may immediate. revoWWOMWOEHNEN
suspend the use of such product or material within their jurisdiction. BCCO reserves tlArl3 ®XflVP_VQbineer 32831
this acceptance, if it is determined by BCCO that this product or material fails to meet the reTfAftf lantscircie
of the applicable building code. Port St. Lucie, FL 34952-3212
(772) 489-3035 fax
This product is approved as described herein, and has been designed to comply with the Florida Building
Code and the High Vocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: CertainTeed Conventional Built -Up -Roof System Over Wood Decks
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall. automatically_ terminate
this NOA."Failure to comply with any of th section is NOA shall be cause for termination and 'removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA revises NOA No. 08-0227.07 and consists of pages 1 through 16.
The submitted documentation was reviewed by Jorge L. Acebo. h i
V
NOA No.: 08-0410.07
IAMI•niADE COUNTY Expiration Date: 06/19/13
M
Approval Date: 10/30/08
Page 1 of 16
ROOFING ASSEMBLY APPROVAL
Cateeory
Roofing
Sub -Category:
Built -Up Roofing
Material:
Fiberglass
Deck Type:
Wood
Maximum Design Pressure
-60 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product
Dimensions
Specification Description
All Weather/Empire
36" x 65'10';
ASTM D 4601 Asphalt coated, fiberglass reinforced base
Base Sheet
Roll weight: 86 lbs.
Type II sheet.
Flintglas® Mineral
(2 squares)
UL Type15
36" X 32' 10' ;
ASTM D 3909 Asphalt impregnated and coated
Surfaced Cap Sheet
Roll Weight: 78 lbs.
inorganic glass fiber surfaced with
(1 square)
mineral granules used as the top ply in
conventional built-up roof membranes.
Flintglas® Mineral
36" X 32' 10";
ASTM D 3909 Asphalt impregnated and coated
Surfaced Cap CoolStar
Roll Weight: 78 lbs.
inorganic glass fiber surfaced with
(1 square)
mineral granules used as the top ply in
conventional built-up roof membranes.
Covered with reflective.CoolStar
Coating.
jFlintglasV Ply Sheet
36" x 1647%
ASTM D 2178 Fiberglass, asphalt impregnated ply sheet.
Type IV or VI
Roll weight: 40/55 lbs.
Type IV or VI
(5 squares)
UL Type Gl
Flex-I-Glas or Flex -I-
36" x 98'9';
ASTM D 5147 SBS Modified, fiberglass reinforced base
Glas FR Base Sheet
Roll weight: 90 lbs.
sheet.
f(3
squares)
GlasBa§6rm Base
36" x 98'9';
ASTM D 4601 Asphalt coated, fiberglass base sheet.
Sheet
Roll weight: 69 lbs.
UL Type G2
(3--squares)
No. 15 Perforated Felt
36" x 144',
ASTM D 226 Organic asphalt saturated felt.
Roll weight: 90 lbs.
Type I
(4 square)
Yosemite® Buffer
36" x 32'10';
ASTM D 3909 Mineral Surfaced fiberglass reinforced
Base Sheet
Roll weight: 90 lbs.
ASTM D 4897 buffer sheet.
(1 square)
UL Type 30
Black DiamondTM
36" x 687'; Roll
ASTM D 1970 Self=adhering fiberglass reinforced
Base Sheet
weight: 781bs.
modified bitumen base sheet
(2 squares)
NOA No.: 08-0410.07
CNAMMEMCOMUNTY
Expiration Date: 06/19/13
Approval Date: 10/30/08
Page 2 of 16
Deck Type 1: Wood, Non -Insulated
Deck Description:' 19/32" or greater plywood or wood plank attached using approved nails spaced 4"
o.c. at wood joists spaced maximum 24" o. c.
System Type E(3): Base sheet mechanically attached.
J Base Sheet: All Weather/Empire Base Sheet, G1asBase base sheet or Flintglas Premium Ply
Sheet mechanically attached as detailed below.
,Fastening: ✓Base sheet shall be lapped 4" and fastened with I l ga. annular ring shank nails and
approved tin caps 8"o.c. in the lap and three rows staggered in the center of the
/ sheet 8"o.c.
J Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply
Sheet (Type VI) oral 5�alt Perforated Felt ply sheet adhered in a full
mopping of approved asphalt at an application rate of 20-40 lbs./sq.
fCa Sheet: (Optional) One 1 of Flintglas Mineral Surface ca sheet_or Flint las Mineral
p ( P ) - P.Y._ g
Surfaced Cap No tar adhered in a full mopping of approved asphalt at an
application rate of 20-40 lbs./sq.
Surfacing: (Required if no cap sheet is used) Install one of the following:
1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat
of approved asphalt at 60 lb./sq.
2. A two part coating consisting of a base coat of Static Asphalt Fibered
Emulsion at rate of 3 galdsq, or Monoform compound; surfaced with I gal./sq.
Sta-Kool non-fibered aluminum coating or fibered APOC No. 212.,
Maximum Design ✓ HARVEV E. KOEHNEI4
er 32,331-
ineJ Pressure:. -60 psf (See General Limitation #7) Professional En g" ,
7206 Elyse Circle
Port St. Lucie, FL 34962-3212 1c.
(772) 489-3036 fax
41
NOA No.: 08-0410.07
MIAM4DADE NTY
Expiration Date: 06/19/13
COU
Approval Date: 10/30/08
Page 15 of 16
WOOD DECK SYSTEM LEVIITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
GENERAL LmTATIONS:
1. Fire classification is not part of this 'acceptance, refer to a 'current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers.. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using
the fastening pattern of the top layer
3. All standard panel .sizes are acceptable for mechanical attachment. �Vhen applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" . o.c.; or strip
mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a
continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed
every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a
minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design
pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as
field-tested, are.below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on
a minimum fastener resistance value in conjunction with -the maximum design value listed within a
specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said
revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application
Standards TAS 105 and calculations in compliance with Roofing Application. Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing. Application Standard RAS 117. Calculations prepared, signed and, sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation #9 will not be
applicable.)
8. All.attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall
conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not be
applicable.)
END OF THIS ACCEPTANCE
NOA No.: 08-0410.07
I. . E'C=OUNTYExpiration Date: 06/19/13
Mu►r�roane'couMrr Approval Date: 10/30/08
Page 16 of 16