HomeMy WebLinkAboutSUBMITTED PAPERS` MASTER PERMIT,
PERAM iv UlMER:
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
561-462-1553
APPLICATION FOR
ROOF PERMIT
SEE REVERSE SIDE FOR INSTRUCTIONS
SC N/V j 4o
SY
St. LU
ae COU,ty
DATE: g `e
1. LOCATION/SITE ADDRESS:
Z. PARCEL ID NUMBER:
10
SECT
I ()1
13 K I
RNG
MAP
% (J, y
ZNG
LU
Lr��
INIT
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:
4. TOTAL ROOF AREA (Square Feet):- 5. ROOF PITCH:
y6d-
6.' TYPE OF ROOF: FIBERGLASS SHINGLE [ ] WOOD SHAKE/SHINGLE [ ]
(check one) BARREL TILE/CERAMIC [ ] TAR & GRAVEL [v]�
OTHER (SPECIFY):- [ ]
7. OWNERS INFORMATION /` 8. CONTRACTORS INFORMATION
Name: C l/I 1' ® p y ,�e � i�v� FL REG/CERT #: t..�� (�5 6 9 33
Address:Qu a
/�- COUNTY CERT #: 0 �a
City:�.vbState: Business Name:
Phone: Zip:
9. VALUE OF CONSTRUCTION: $ � Z� C FEES DUE:
RECEIPT:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with
all applicable laws regulating construction and zoning.
PRINT QUALIPIERSIOWNERS NAME ASIGNATUtO IFIL R
s
STATE OF FLORIDA, COUNTY OF N3f„ ,,;��
``��,,�� err �. ,,,'�.�
SWORN TO AND SUBSCRIBED BEFORE M ISo%04AY OF �, 200..rr_1F , WHO IS PEE i9 1:f�,�J QQWN
T
TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. Maty SNFyA�'py�� J
�N 2�0 �cn a
if1 CT L . l)fte({ N
SIGN RE OF NOTARY TYPE OR PRINT NAME OF NOTARY '�s�) �'k i
NOTARY PUBLIC TITLE 10 owSiS COMMISSION NUMBER o'• #DD 089515
9r ;�aypondedihN
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICNTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDE5 RNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. -1161140
ST. LUCIE COUNTY
ROOF PERMIT
INSTRUCTIONS
Please complete all information in the space provided.. All information must be Printed (use black or blue ink only) or Typed.
This application for Roof Permit is to be used for only those activities involving the repair or replacement of the roof surface. This
application for Roof Permit may not be used for.any activity that includes any type or kind of alteration to the roof structure itself. Building
activities involving structural alteration to the roof must be permitted through the regular building permit review process. The information
to be provided with this application includes:
1. LOCATION/SITE ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building
activity is taking place.
2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building
activity is taking place.
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application
4. TOTAL ROOF AREA: .......................................................... Indicate the total square footage of the roof area to be affected by this building permit.
N.
5. ROOF PITCH: ................................................................... Indicate the pitch of the roof to be affected by this building permit. Pitch is to be expressed
as a standard ratio of run:rise.
6. TYPE OF ROOF: ................................................................. Indicate the type of roof which is being repaired or resurfaced.
7. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the roof repair or
replacement is taking place
8. CONTRACTORS INFORMATION: ..................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration
numbers, and the name of the business doing the repair or resurfacing work
9. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the repair or resurfacing activity to take place. Total cost of
construction includes all material and labor costs associated with the repair or resurfacing
activity. The value of construction is used to determine the amount of permitting fees to
be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with
similar types of construction.
All applications for Roof Permits are to be submitted to the St. Lucie County Building and Zoning Department, Administration Building,
2300 Virginia Avenue, Fort Pierce; FL 34982. All applications for Roof Permits must be complete and filed with the Department no later
than 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing
this application, please contact the St. Lucie County Building & Zoning Department, at (561) 462-1553, during regular office hours (8:00
AM - 5:00 PM), Monday through Friday.
Following the issuance of this Roof Permit, the scheduling of all required inspections may be made by calling (561) 462-1261.
SLCCDV FORM NO.: 008-05
,Property Appraiser - St.Luci j � (unty, FL
Page 1 of 1
Commodore Media Of FI Inc Record: 1 of 2
Property Identification
Site Address: 6690 N US HWY 1
Sec/Town/Range: 06 :34S :40E
Map ID: 14/06N
Zoning: U - Colo,
Ownership and Mailing
Owner: Commodore Media Of FI Inc
Address: PO Box 0093
Port St Lucie FL 34985
PROPERTY RECORD CARD
<<Prev Next» Spec.Assmnt Taxes Exemptions Permits Map
,��,OCIE CO
ParcellD: 1406-112-0005-000.8
Account #: 5887 w 1
Land Use: OFCE BLDG
City/Cnty: ST. LUCIE COUNTY
Sales Information
Date
Price
Code
Deed
Book/Page
5/30/1996
400000
01
WD
1017 / 2910
10/18/1989
400000
00
WD
0661 / 0482
12/27/1988
400000
00
WD
0617 / 1890
7/1 /1985
425000
01
CV
0469 / 0524
11/1/1981
145000
00
CV
0366 / 2122
Legal Description
63440 BEGATPT509 FTN OFINTOFELI US 1 AND SLIOFN
1/20F NE 1/4, TH RUN E
550 FT TO SR 605
More...
Assessment
Total Land and Building
2003 Val: 188200
Total Land: 2.88 Acres
Assessed: 188200
Buildings: 2
Ag.Credit: 0
Finished Area: 2402 SgFt
Exempt: 0
Taxable: 188200
BUILDING INFORMATION
0
Exterior Features
View:
RoofCover:
TG - Tar & Gravel
RoofStruct:
GB - Gambrel
ExtType:
LROF - OFFICE
YearBlt:
1980
Frame:
Grade:
C- - C-
EffYrBlt:
1980
PrimeWall:
WS - Wood/Sheath
StoryHght:
0010 -1 Story
No.Units:
SecWall:
-
Interior Features
BedRooms:
0
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FUIIBath:
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
STD
1/213ath:
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items Land Information
Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth
ASP1 - ASP1 HIGH Y 1 5000 AV AV 1980 1 1700-OFCE BLDG 335 -Sq Feet 62726
FEN6 - CHAINLINK 6' Y 1 222 AV AV 1980 2 1700-OFCE BLDG 330 -Sq Feet 62726
BARB - BARB WIRE Y 1 222 AV AV 1980
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://10.1.28.86/PRC.asp?prelid=140611200050008 3/26/2004
JOANNE HOLMAN, CLERK l7E THE CIRb�� �°j COURT - SAINT LUCIE COUNTY
�, ^,744t�? OR BOOK � � � PAGE 447
Please return this instrument to:
rile Number: LJ � ,�,
4ecorded: 03iL6; G4 13: L
The Roof Authority, Inc.
6771 N. Old Dixie Highway
Ft. Pierce Florida 34946
STATE OF FLORIDA
SS:
COUNTY OF ST. LUCIE
NOTICE OF COMMENCEMENT
The undersigned hereby informs all concerned that improvements will be made to certain real property, and in
accordance with Section 713.13 of the Florida Statutes, the following information is stated in this Notice of
Commencement.
DESCRIPTION OF PROPERTY: 6 34 40 BEG AT PT 509 FT N OF INT OF E LI US 1 AND S LI OF N 1/20F NE 1/4, TH RUN E 550 FT TO SR 605,
TH NWLY 270 FT, TH W 411.8 FTTO US 1, TH SWLY ON US 1 271.68 FT TO POB (OR 1017-2910) PCN 1406-112-0005-000-8
STREET ADDRESS: 6690 NORTH US HIGHWAY 1
JOB NAME: CLEAR CHANNEL RADIO
GENERAL DESCRIPTION OF IMPROVEMENT: RE -ROOF
OWNER: COMMODORE MEDIA OF FL INC
ADDRESS: PO BOX 0093 PORT ST. LUCIE FL 3POE Of FLORIDA
ST. LUCIE COUNTY
OWNER'S INTEREST IN SITE OF THE IMPROVEMENT: Fee Simple
THIS ISTO'CERTIFYTHAT THIS CSA
CONTRACTOR'S NAME: The Roof Authority, Inc. TRUE ARID CORRECT COPY OF THE
ADDRESS: 6771 N. Old Dixie Highway ORIGI"L.
Ft. Pierce Florida JAW HOLMAN, CL RK
,
SURETY: N/A
LENDER: N/A
In addition to himself, Owner designates the following Person to receive a copy of the Lienor's notice as provided in Section 713.13
(1)(b) of the Florida Statutes.
Name: N/A
Address:
Signed, sealed and delivered in the presence of:
Witness
Printed name of Witness
STATE OF FLORIDA }
} SS:
COUNTY OF J T, {,.(,ZCIr✓ }
Owner Agent
Mike Kerley
Printed Name of Owner Agent
The foregoing instrument was acknoi,�,J# Qefore me this 24th day of March 2004, by Mike Kerley
who is personally known to me o - aW a kdo,. NA and who did take an oath.
��: o�M�ssloyF�A oy'%
My commission expires:
"* ``� �°' `� •; * = Notary lic, State of Florida at Large
a : 8DD 089515
�9'• yid �ndedibN �c�e�;� OQ� Margaret L. Munch
ry:";;;U:°:�''F`����� Printed name of Notary Public
1. 11
•lt/!(�t�I��9�4�
_ Forensic Engineering Consokants, Inc.
BASE SHEET ATTACHMENT CALCULATIONS
CLEAR CHANNEL
6690 US HIGHWAY NO. 1
FT. PIERCE, FL - 34946
FLAT ROOF - Wood Deck
Exposure Condition = C
Category = II
Roof Height = loft
Roof Plan Dimensions = 50' x 45' (approximately)
Parapet Height < 3'
Perimeter Width = 4 ft
K
=
2.01 (7/z9)y°` = 2.01 (15/900)2 9'5 =
=
1.00
Kd
=
0.85
Importance Factor
=
1.00
Velocity
=
140 mph
ROOF WIND DESIGN PRESSURE
qZ =
2
0.00256 K K Kd V I
=
0.00256 x 0.85 x 1.00 x 0.85 x 1452 x 1.00
=
36.25 psf
P =
qZ (GCP — GCpj)
Field:
Pt =
36.25 x (-1.00 - 0.18) _ - 42.78 psf
Perimeter:
P2 =
36.25 x (-1.80 - 0.18) _ - 71.78 psf
Comer:
P3 =
36.25 x (-2.80 - 0.18) _-108.03 psf
FASTENER SPACING
0.85
Fasteners Annular ring shank nails with tin caps
1 row @ 9" o.c. at 4" side laps and 2 rows staggered in
the center of the sheet @ 9" o.c.
Base Sheet 36" x 106' Al,
Lap 4"
Net Width 36" - 4" = 32" LE
System Design Pressure - 52.5 psf
Lf151611 &-L4
Forensic Engineering Consultants, Inc., P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830
Clear Channel
J.
6690 US Hwy No. 1, Ft. Pierce, FL - 34946
Minimum Characteristic Resistance Force =
-2-
[{(9 x 32) / 144) x 52.5] / 3 = 35 Ibf
We will use the conservative MCRF of 35 Ibf for subsequent calculations.
Assume 3 rows of fasteners
Zone 1: Field FS = {(35/42.78) x 1441/10.67 = 11.04" =* Round down to 11"
Assume 4 rows of fasteners
Zone 2: Perimeter FS = {(35/71.78) x 1441/8.00 = 8.78" => Round down to 8"
Assume 5 rows of fasteners
Zone 3: Comer FS = {(35/108.03) x 144}/6.40 = 7.29" => Round down to 7"
Our calculations have been done in accordance with ASCE 7-98, based on the information
provided to us by the contractor. We understand that the roof system proposed is a GAF
Materials Corp. system over wood decks (Product Control Approval No. 03-0501.05) and it
must be installed in accordance with the manufacturer's recommendations. Since the product
approval requires a tighter fastener spacing in the field, the more stringent requirement should
be followed.
Recommended Base Sheet Fastening Pattern
Field: 1 row in the laps @ 9" o.c. & 2 rows staggered in the field @ 9" o.c.
Perimeter: 1 row in the laps @ 8" o.c. & 3 rows staggered in the field @ 8" o.c.
Comer: 1 row in the laps @ 7" o.c. & 4 rows staggered in the field @ 7" o.c.
Sincerely,
•FO'tENSIC ENGINEERING CONSULTANTS, INC.
F : NAailappan, P,4-131
r= P i'ncipal Engineer
, 16nda Registration No. 46696
FEC
MIAM
MID
PRODUCT CONTR&DIMON
-.. 1` 1 ( : k . \ . N
WAWDADECOUNTYFLOPMA
MMO-DADSFLAOLMMUIRNG
140 WWTWAGL= R==, SX= 103
NOTICE OF ACCEPTANCE (NOA)
GAF MAtWW Cbrporation
"a Alps Road
WBYRPI NJ 07470
ThkNOAis being issued un&7the applicable nfles and leg"om'.governing thi use of construction mametaU,
The d0cMnffltafim submitted AN bow reviewed by tbm BC00 and accepted by the Builft Code and Pf oduct-
Review Committace.to be used M Nfirxd hale Comy and adwr areas Where allowed by the Authority Having
ftisdictl9n (AM).,
Tom-NOA shah not be vaUd 4= the c#afion daft sWed below. The WhmiZaii6 county Fmduct Cadtml
DivWon. (In Miami Daft County) and/or the AM (m areas otba than Miam Dade C=q) xesem the right to
boLva this product or material Nested for• qaaHty assurance putpow& If this product or nutmA NU to perform is
the accepted mmmer, the mmmfactma wM kocur the, " 'of such testing and ffie AIU m-ay bmwdiat4
revoke, oxxHfy, or smqx%d this vise of such product at material wiWA tboir judsdictim BORA reserves the right
to revoke Ws amoptauce, if it is damaked by Miami Bade County Pxod~�d Cal MvWo;�-AhAthis Product Of
material Ws to Meet the requi meats of the applicable tuMing cede.
This product is approved as de smUd hmeiu,. nud bas bem'&ted to comply with the ITI& Velocity Uumicaft
Zone of the, Plodda Building Code.
DEscwnoN-.GAvConventional B=,wupReasystmfbr'Wood Deck.
FAch,u nit sW': bear a pernzowt label with the synan =mris name or' logo, city, state and
fQffoWh9 statement %fixon-IM& Cm* Pxudud C".ouftd Affws ee. unless of voted herefiL
REnwAL of two NOA awl be cmddtznd aft a =mM qVicatim has beets Zed and Om has b= Ao
ChOpiAtb6qfUc"buUagcoda nqpdvclyaffecdngthe pcdx=w.eofe*
t
Tnawanm of that NOA WN 00W aft this expkafim date or if there has been, arcvWm or change j* the
materials, use, and/or manufacture of dw ptoduct or
P=M. Urmw of 9&NOA as an cnfix==t of any
product, for UIM Whwhsing ar any other paq)om abaH cally tm=W this NO& Failure to comply
with my mcdaii of" NOA shall be cause for WwAnablonmd removalof NOA,
ADvERTmEwNT.- �e NQA numbEr pmadad by this wards Miami Dade Couity, FlQm* and followod by
the expiration due may be displayed in advertising Uterawre. If any pordgm of the W0A is displayed, thea it shall
be done in ip endoty.
INMMMON.- A copy of tbi s entire NOA sbati be pmvided to ft um by the nnnufacn= or h dim-buun
and shall be available for inspection at the job site at the requm of the Buildmg Official.
TWs NOA. =am NOA #02-0408 09 and cossim of paps 1 through 21.
The sabmitird documentation -was =vkwed by Fnwk Zoloaga IMC
7-
NOX NO: 034M.W
�(Dot= 11MM-1
Approyd Daft-101,0M.;
. Aqp I of 21
4
Deek Type 1: Wood. No t-vasulatod �
Deets Vwer4dbn,. "jam" or lam plywood or wood plank decks
system Typo: E (1): Dwe Mud modachado6.call3► fiistumd.
,A►B Cesexal acid Syskm beater AA apply.
Sass sheet: QWMAS #80 Ult hm7u Base Sheet, STRAT A,VI NTO Efia=Aw Fa focated -
• N aable, RUBSROID Modified Base Sheet. RUBi ROMO 20. RURBROm
- SUS Beat *eldTM Smooth or itU UROID SBS Heat -Weld 25 base slim
mwbankally fastened to deck as descxi'bed below;
Faeteaing OPdow. GAl?a1 %Ply 40. GAFa AS Plea Ply E. GAPMM 975:6m*'$&hCCt or
n Y of above Base sbeM attacl>rad to deck wM gVroved awut w ring shmak
nails aril tin caps at a fastener spading of 9" O.C. at &0 lap SMgg=d and in two
ro ws'1r o c. in the f eld.
(hfacnumm Design rmnww -45pid; See Gonad LW d taliiart M)
G-MICR.AS® Ply 40, GAF40LAS Rex Pb Tm 6, GAF(UiAS 975 Base Sheet ar, ,
. - . dtp y of above 13a� ehed�ts attar�wd. to deck widbi 11� Tee (C3uAFTiI'B) �I2 oar .
#l4Sdxdaws and 3" Plates, Ir p e: in 3 row& One raw ism the 2" side lag. The•
d(6er um = *ally spaced apptwii� Ir oxc in the field of the mac.
(hfaxbxw x Pressiwe -&S
sboeft--aftwJwd to deck With epptmed aruinlar rmg
faAM r spacing of 9" o-c_ atdte 4" IV d z_t
�:Iti: (Aft De�A l�r�assw�a �7...5 ; `S�s Cep
Dill-Tec (GAF ) #12 cep #14 Satm auud 3" Plates; l2" o c. in 4 wWs. Ono
tow is in the 2„ sick lap. - JU ad= rows a= equally qwcd fly 9"
ci a iuu the'fold of the sheet.
(Afdu;sri; Dm gu Pressn"-6@psf, See Ger i)W L n 99
Amy d aZi M Base sltsets =Whad to deck VFuved. amdu nos sh & nails
and 3" iuverted bn&Tec (GAFr= insulu ion Pl tm at a tut = spacing of
_ 9" o - at tho 4" lap staggered in two rows 9" in the field.
(ANzft r Das4p PrafiWe -OM Ste Genaerdai Lknkadm
QUXNAS 975 Base. Sheet or any of above Banc sboeta auaehod to do* with '
D M Tec (GAFITM) #12 or#j4 Screws matt 3" Psas, 81 q.c. i w4 wws. Ono
xo w is ion the 2" side lap. The othu mwm are equally spaced appm iimately V
0.41- in ilia field of the sheet.
(A,r=rWm Pnessrade 75 p#; Soo GenYW Ibuka im �
Fly .9hdxt: Q w or mane plies of GADO ASO PLY 40, GfAPOLASO PLY 60 pty sh=4
# 0 Ultlnta, MMOM MOP SuaOA or RDMOID 20 adhered In a full
w)ppmg of app med asphalt applied vutbi n the BVT nine and at -la iate-of 20-
4tl-
Cap Sheet; (Optional) One ply of GAFGLASO Musa d Surfaced Cap Shoes in a
ful mogM of approved aspbslt gphc d wahm tho BW sage did at a raw of
20-40 ftJsq.
NOA Ala OX4W .05 .
a Date:11M4M "
ApPMosl AkfidotAw
Pap 18of21
WooD DxCk:ST6W.WLnATATxOm:
I A slip sheet is reqtdmd with Ply 4 and Pkx Ply 6 when used as a macbevicagy fastened base or
ih&w d%W-
2, Mkimum W Daus Deck or Yi Type X gypsum board is accept" to be installed directly over the
Brood. deck
GENERAL LuinTATioNs.-
I. 12ne classification is not part of tws acceptance, W&r to a commA Approved Roofing Matabb
Directory for fire ratings of this produM
2. Insulation may be hwilled in mphole. layem The first layer doll be attached in COM . PUH= with
Product Control ApImn-9 gw&-Ims. An other layer; shall be adhered to afull moppkgaf
apt OU f.asphalt applied within the 13VT ma and at a no of2O-40 IbUsq., ormcchindcafly
attached using tbe.fW=jPgpM= of the top layer
I -AU-Viandard panel sizes W acceptWe for mechanical amwitment. Wh= apjpW in appmved
asphalt. Panel size soon be 4'x 4'ma�amm. .
4. An OW&y. WNW ra;ovexy board kasulation pawl is nquired ot all appficadm, om closed call,
foam hmlafians v&aa ft base shoot is fully mopped. If no rcc*va;y boae-is used -&61,base sheet
shall be applied using; spat wo"WS wM qVwvod mph Ir 4=xter cirdles,'24- o.o.;. cw s*
mopped go ribbons in tholes rows, ow at emb sides and one down the ceoW of the sheet allowhg
a continuous area of venfilaticm ' Encircling of fifestrips is not acceptable. A 6- break sU be
placed every IT iA ea: la, xibbin to allow am vendlafm Asphalt applicinca of eftbtr rygem shall
W at a mkimm rate of 12 lbsJsq. Note: Spot athwAed sysams zhsM be NnMW to a mmdumm
dedp preann of -45 psf.
5. Faster qaft for kiWation aftwbwat is based on'a Winimm akaractsrixe,6 Force Mvaiw of
X75 W., as Ummd In cmVIlance with Ti6aft App&afion Stmdgttd TAS 105. If the fimhwer value,
as field-tested, am below 275 ME imulatim attachment sMH me be able.
6. V404=4paciag fbir mechanical attachment of wadxdbam sheet or menbraw aftwhmant is based
Can a Mkiwats fastener redstlaw value in coquac don. with the maldraum desip valve listed within
a sped&"3Yd4M Sh(rdd the fastener resistance bo lees than that mquir4 ate idetarAaimed by the
Building Official. &revised fu"a spacing, p= mp4 y I siped and sealed baFkd&Rqpdered
weer. Architu;t, ar.RqOsk=d hoof Consultant maybe subtubted. Said revised fastener
SIMB UtMW the WNUMbawal WdM ace value taken fican Tesdtlg Appftattm Standards TAS 105 and
'CalcubdWe IM complim= with Roofing Application Standard RAS 117.
I Perimeter and coma areas aW cow$y with the enhanced uplift press= nKPMMmMts of these
an". Fastenex dwAities " be baaaased for both insulation and bow -drxt as calculated in
compliame with P..mftg Application Standard PAS 117. (When thk Hmhntkm:b W9cjOmaU3;
tdawA, whin ibis MA, CAnwA LbnftRdw 69 wM not be appHad&)
8. All and subg of padmom =ders. mewl FdRe, anWcr Eubing wanh=on designs
shall conform. with RCOJYAg AppUcafm Standard RAS 111 and appUcAbla wind load requirements.
9. The vowdom designi-A pressure limitation HsW shall be *f0mble to All roof pmmm zees (x-e-
W p e rb x W z, an d, = n M). Neither r rational analysis, nor m 0 v d I at im shah be P e*k M i �` far
enhanced fimeft at enhanced pomsm. zones CLe. perimews, wAmuW comers and corneis)-
(WbAm Ob Vmkadmi Is specWmWRy referred wM& Ws NO.4,t General Lknitahm #7 wM mot
be applicable.)
10. All products listed bmebi dwU hm a quality assurance audit in a=nfance with the Florida
Building Code and Rule 9B72 of the Florida Administrafive, Code.
END OF TMS ACCE"ANCE
NOA No: 03-WOL05
Ebiph-ation pair. 11/04M
APPMwa DA&MIGrAw