1955 Francis RES21-0217 Correction to Comments 8-11-21_1Remislia in Re q uesit/Ca rre c tion t c) Com men is "Allo INICRMpTION
HIGHIIIIGHTEID IN
CilyalfAtlail l Beach Building Department 6 RAY IS Fill IF ED.
80C Seminclle F d, Allanilic Beach, FL 322 33
Rhone: 19C14) 247-EE26 EIrrail: BL ilding-Dept@acab.us PERMITM RIES21-02171
REIVISian to ISSUEIC Permit C R E: Clciwie(il ioris to Comments Date -(8114/"21021
Plucl,jElat Ptdness: 19'5 Arancils Avenue, A111anitiaBeal FL 212231�1
Cariluactaii/Cclrilaul Name: A Pnopertiels &`Custorr Dell merit, LLC it Nark Nugerit
Contact PhonEl: 19(g)704-371711 9mail: )lpropia),i lxorr
Description of Rnoposed Revision / Conreaticiris:
Ill says) the soff 1 t OCL mer lsl are c igilally locked. -
I sa%ed the documents) iMi 11ime anc am submitting new copies.
lxl prole rues&Cluj mm clEvdgmei t Ll C1 MarkNug(IM affirm tFe nevisiari/ciorrEiation to commEirils is inclusivEI of tl• El praKlcisEic aharigles.
(printElc namle)
41 "ill prar1c lc rEl%ision)cailied ioris add adc itioria 19gL are foots@le to aniglinaI submitlal?
E]Nci Q Yes (adc itional 9.f. to LG adced: )
e illpropasEic rEl%ision)ccinecliclrisadc additional iriareasElinbuildingvalLEltoarillinalsubmittal?
h o ri"Yes (ac c itional iriareasEl in b u ilc in fl %alL e: $ ) (coninctam must sign ill inaease in valualiur )
*'Sliglnal u ue oil (hril nacl cull Agent:
(Clfficie Use Only;
L� All eld C l3ciriied ❑ h at A ppli(a blel to Deirla ril t PElrmlit F el Due $
REl%ision) Pllan Review Comments
De partrr e r 1 Re% iciw Requiueld:
Builc iri€l
Manning & Zoning
TreEl Administnatar
Rublia Wanks
Rublici Utilities
Plu b IIC 51afElty
Plne Services
Reivic we c By
C late
L pdaled 10/17/: 8
Ilk\\) BUIUDINIG DROPS
6 A Perfekt Solutianl in Event' Drop!
Certiflcal a of AN t aria 1 ion: 29578
cif
Royal Building Products
Vinyl Soffit Products
for
Florida Plrod uc 1 A p p ro va
31918 B. Dania Beach Blvd.
St iter 338
Dania Head, FL 33004
S194.3919.84178 RH
95U44.41738 F)
contact@bu ilc ineldrlops.com
Cu rrelnil F lon idal Build ing Cod el
Mellhoe,, 1 —D QEngineelringl Evaluallion)
Category: Panel Waills
Sub — Category. 5 clffit
Product: blinVI Soffit
Material.- blinVl
Peoducl Dimenslior !r: See Installallion Insllructiom, RBP018
Prepared Fon:
Royal Bluilding Prcductsi
91 Rcyal Grc up Cnescent
WoodbridgEl, 0rltz nio L4 1X9
Pnelpaired by:
HermeKi R. IN c rero, P. E.
Florica Rnofeissionial Bnigineer# 7-'17118
Dater: 10/ 26/ 2020
Contents:
Evalualian Reiparl Psgeis 1I-41
C iditally signed by Heirmas R Naneira
Reaisan: I am aipprovincl this document/
C ale: 2020. 2.26 22:16: 4 -09'00'
Henlrrifis F. Norera, R.H.
Flonic a H.E. No. x37178
BUILIDING DROPS
A Rerfact Solutic ri in 9very anopl
derilifica, a of F u1 harizal ian: 29! M
Manufalcturer:
Rnod a ct Category:
Rnc d u at Su k-Clategoryl:
Clc mplianiae Metes od:
Flood a ct Nam e:
Royal Bu ildirili Ruoc a ctsi
Parial Walls
'.lafilit
91 ate P nodual Aprlr(i%al Method (1; Qd)
V i ny I Soffit Producl s
ALAI: FL131139
Cate: 1(1/2E1/2(I;ICI
REIPIc rl No: 9E132
9(ICIFle: This is al Rraducl B%aluation Report issu EIC Iiy Hermes F. Naneno, A.B. IIFL A 137178; fcm Royal Building
Rucduatsi Eased on Methoc 1d of the Florida Department of Busiriess an( ProfElssional Regulation -
Rloliic a Bu ildinig Commission.
Limift c f use:
HEHimes F. Nonero, FLEI. does riat h avEl rior will aciquiiia finianclial interest int 1 h EI aomplany
manufacituring or dist ribu tiriEl th EI prciC u ct or iri ariy other entity invcll%ed iri thEl aFIFPlaval PlnocEISS of
the product riamec heuleiri.
This KlrciC u ct has beElri e%aluat(ic far a se iri locations adhering to the cu IUlent Florida Buil( ing
Code.
SEIEI a ppliclable Iristallal iori Irisl ru ations, RBP018, signed and 30aled t F Elrmes F. Nonero, R.B. (FL #
7371EI) fora spElaifia a SEI panamEli Ellis.
11. TF is Pliioduct h a s U Eleni Elvalu ated and is iri compliariae with 1 h e au rraril Flcuiida Bu ildirigl Coc e,
excludiniR the "Hi®h VElaaity Hu mliaarlEl Wrie" ilHVH21).
2. F naduct aricH ors shall bEI as IistEic aric spaclec as shown clri c Eltails. Anulhan ambec ment irito
su t strate mal anal shall t e t eyonc wall c uessing or stuaao.
3. \& h Eirl u sEIC in areas rEIC u iring wind t curie c at ris protaction this pros u ct campliEls with
(Ihapter 16 of thEl cu orient Florida Builc infl Code aric docisl nequ ine ari impaclt resistant
ao%aiii rig.
4. Site cont itionis th at do% ial EI 1110m tll EI ( Eltails of Iristallal ion Irisl ru ctions RBPO318 rEIP u ire
llu rt her engirlElElring a nialysis U y a livanised anigineur or re@listarac anall itecit.
5. gee Irisl allal iari Irisl nu cl ions Fib 80118 for size and design pressu lie limil altianis.
Hermes F. Nareno, P.E.
Florida P.E. Na. 73118
P aEle 3 of 41
//^A \\) BUILIDIING DROPS
A Rerfed Solutiorl irl 9very CInoFl!
Cleirl ifical a of Rlul harizal !an: 25 928
FLAI: FL133 39
UatEI : 10/26/:1(1:1(1
REIp cert No: 3E123
Quality Assu ra rice : Nhe marlu ilaeturer has demarlsl ratec camplianaE all plrcnc u cts in Aacarc anlaE with the Florida
Ou ilding Code for marlufaclturing under Ei quality assurance program au c itec by and aiplgriovE c
quality assu ranulE Elrltii y thriougH A nclli itedural Testinji, Irlcl. i FBCI Cinganization #: QUA 118441
Rerforrr a rice Standards: TF EI proc u ct desanib& H cm irl H as beE r i usl ed 91EII:
41 ASTM D 36719-111
41 ASTM D 9206
41 ASTM D 441717-04a I RV CI Sloffit
Referenced Oita: 1. Miad a cl TElsi ir18 F1EIrlorme d t y Archite ctu ra l Teisting, Incl.
IFBC OrElanizatian Al TS -1115581
REIF1orl #:
Report Date:
811643.011-1109-41CI
09/06/08
81643.011-1109-4 CI
09/06/08
8]1641.011-1109-41CI
09/06/08
811648.011-1109-4 CI
09/0EI/08
8116511.0111109-41CI
09/0EI/08
88633.011-1109-41CI
06/2 /119
ACIE165.CI11-11CIEI-31
05/ 01/ 11(1
Rrioduct Nesting performed ty PRI Construction Materials Te6 rlologies, LLC.
(FOC Clrganizatianl A TST5878
Report #:
Report Date:
ROP C122-03.01
04/06/118
RORI-CI22-03-02
04/0EI/118
RORI4122-021-03
04/OEI/ 118
Iristi Ilaticiri:
21. Quality Ass u 11an(IEI
A nehitect a na I Testi ng, Incl.
(FOCI Organization) # QUAIIE144
RefEIII 1 a Installation) Instrudicnrls i RBP018; fon anal- cui types, spacing arlc mare c Eitails of tH EI
inlsiallatian rEnquiramurlts.
Design Presse iia:
RefEu to Installatian Inlstrlu(ticnrls 1 RBP018; 11011 c EisiElrl prem rEI speaifiaal icnrls.
F Enrmes F. Nomero„ R.E.
Floridan P.B. No. 73118
Page 3 all 4
BUIUDING DROPIS
AM A Perfeiclt Soluticiri in Every prop!
Certibiale cf A ul1 erijalion: 295718
EquN alelricei of Teislt Sta r d a rdsr
HLA: FL13139
ClatE1: 1(1/26/;1(17(1
Rarlort No: 9633
Various lest stalric ards h avE1 bElElrl Elvaluai E d for c ifilercrices iri 1 E1st methodology, if any, betwElElri 1 esi E1d
editions of i h E11Esi stalricands listed below and those Elditiaris refeuiencEld iri th(1 cunnent Florida Builc ing COC E1.
Th(1 manufalctu rEui 11 as tE1s1 E1d 1 h E it prat c cts to the follcm inEl tEls1 stalric and editiarils) :
11) A! TM D_IE 19-09
Cha1K11 Eui 35 of the CL rrEirit Flonic a1 86 ildirig Code nefellEiricEls tll E1 faIlowirig editiaris of tli E1 alk ave rriE ritiaried
test stark alrc s:
11) ASTM D3E79-11
After rev iE11A of Il' E1 at oVEI mentioned nefElrElnicE c stalrid ards and editiaris, it Nis bEiElri fau rid 1 Nit the results
anc tests calnniElc au i meet tli E1 rElclu ircments for camplialncEI vt ith the refE lienced sl anidarc . All rEiferElricec
standarc s ha%e b Beni fou ric to be equivalk rit.
E E rmes F. Nouero, P.E.
Flaridi P.E. Na. 73118
Pa®e 4 ail 41
ROYAL BUILDING PRODUCIS
VINYL SOFFIT PRODUCTS
DESIGN PRESSURE TARI F:
DESIGN PRESSURE TABLE NOTES:
1. ALLOWABLE NEGATIVE WIND PRESSURES BASED ON CALCULATIONS IN
ACCORDANCE WITH CHAPTER 16 OF THE FBC.
2. FACTOR OF SAFETY = 1.S.
'A. PRESSURE EQUALIZATION FACTOR WAS NOT USED IN THE
DETERMINATION OF THE DESIGN PRESSURES FOR OPEN FRAMING
INSTALLATION.
4, PRPrrURE EQUA1 DATION FACTOR WAS USED IN THE DETERMINATION
OF THE DESIGN PRESSURES FOR INSTALLATION OVER SHEATHING,
TABLE nF CONTENTS
SHEET
SHFFT nFSCRIeTInbI
Allowable
AIInw;ihla
eRnnUrTS RRAWn SnPrIT
7
INSTAI I ATInN DFTAII S _ RnVAI RLIII DING 2RnnLICTS RRAND SnEEIT
3
RLIII DFRS TRIPI F 4 INSTAI I ATInN DFTAII S Apin _2RFSSURF TARI F - RnVAI BUII DING
Pressure
ressure
Soffit Name
Panel Configuration
(in) coverage
Typical(psf)
Thickness
RUII DIWG PRnnUrTS RRAND SnrrIT
(psf) ever
Sheathing
INSTALLATION DFTAII S AND MUI TI-SgAN 2RFSSURF TARI F - FXTFRIOR eORTFnI In
RRAND SnFFIT
6
Nails
BRAND SOFFIT
12" O.C.
12" O.C.
Builders Double 5
1;nlid A Pednratpd
10.00
0.08
+/- 21.1
1/- 41.3
resigner Beaded Panel TA
Solid & Perforated
9.00
0.042
+L- 48.9
+/-95.9
Douh►_e 5
Solid & Perforated
10.nn
0. 42
+/- d7.8
+/-93.7
Select Laminates D4V
rnlid & Vented
8.00
0.044
+/- 50.0
+/- 98,0
T3 Hidden Vent
Solid & vented
9.00
0.044
+/-50.0
+/- 98.n
Triple 4
Solid, Perforated & VPnterl
12.00
0.042
+/-35.9
+L- 70.A
DESIGN PRESSURE TABLE NOTES:
1. ALLOWABLE NEGATIVE WIND PRESSURES BASED ON CALCULATIONS IN
ACCORDANCE WITH CHAPTER 16 OF THE FBC.
2. FACTOR OF SAFETY = 1.S.
'A. PRESSURE EQUALIZATION FACTOR WAS NOT USED IN THE
DETERMINATION OF THE DESIGN PRESSURES FOR OPEN FRAMING
INSTALLATION.
4, PRPrrURE EQUA1 DATION FACTOR WAS USED IN THE DETERMINATION
OF THE DESIGN PRESSURES FOR INSTALLATION OVER SHEATHING,
TABLE nF CONTENTS
SHEET
SHFFT nFSCRIeTInbI
DFSIGN 2RFSSURF TARI FSS GFbIFRAI NOTFS, A INSTAI I ATInN WnTFS - RnVAI RLIII DIwG
eRnnUrTS RRAWn SnPrIT
7
INSTAI I ATInN DFTAII S _ RnVAI RLIII DING 2RnnLICTS RRAND SnEEIT
3
RLIII DFRS TRIPI F 4 INSTAI I ATInN DFTAII S Apin _2RFSSURF TARI F - RnVAI BUII DING
PRnnUCTS BQAWn cC1EEIT
4
RU11 DFRS TR121 F 4 INSTAI I ATIny DFTAII S AbID PRESSURF TARI F (CnNT,) - RnVAI
RUII DIWG PRnnUrTS RRAND SnrrIT
S
INSTALLATION DFTAII S AND MUI TI-SgAN 2RFSSURF TARI F - FXTFRIOR eORTFnI In
RRAND SnFFIT
6
INSTALLATION DETAILS AND SINGLE -SPAN PRESSURE TABLE - EXTERIOR PORTFOLIO
BRAND SOFFIT
INSTALLATION NOTES:
1. ONF (1) INSTAI I ATInN FASTFNFR Jr, RFnI11RFn AT FACE] ANCE]nR
I nCATION SHOWN.
7. INSTAI 1 ATInN ng STFFI RnnFlplr, NAII c ARE 1 1 /7" 1 nN_G WITH r /Q"
DIAMETER SHANKS AND 318" DIAMETER HEAD.
3. INSTALLATION OF STA21 F FASTFNFRS ARF 16 GAUGF 7/11;" X 1-1/7"
FI AT STA21 FS 7" FRnM FACH FNn AND SHAI I RF SeACFn 17" n,C,
4, INSTAI I ATION FASTFNFRS SE]AI I RF AS I ISTFn ApID SeACFn AS SE]nwW
ON DFTAII S. FASTFNFR FMRFDMFNT TO RASF MATFRIAI SHALT RF
REYOND WAI I DRFSSING.
5, INSTAI LATION FASTFNFRS AT SOFFIT FIDS SE]AI I RF SRACFD 17" n.C,
ALnNr SOFFIT FDGF IWTn RAITFbIS, SEE nFTAII A/7,
A. INSTAI I ATInN FASTFbIERS AND ASSnCIATFD E]ARDWARE OUST BE
UADF ng CnRRnSInN RFSISTANI MATERIAI nR dAvr A rORRr)rIr)d
RESISTApIT CnATINr.
7. INSTAI I ATInbI EASTFbIFRS SLIALI RE INSTAI I ED IPI ArrnnnAWCF WITH
ANCHnR MAWLIEACTLIRER'S INSTAI 1 ATInN INSTRUr-TInWr. Apin
FASTFNFRS SHAI I bInT RF Hun IPI SLIRSTRAIFS WITW cTRrWr;TE]c
I FSS THApI THF MINIMUbd STRENGTH SPECIEIFn Rv THE ANCHnR
MANUFACTURFR.
R. INSTAI I ATInN ANCHOR CARACITIFS FnR eRnr)UrTS HFRFIW ARE
RASFD ON SURSTRATF MATFRIAI S WITH THF Fn1 I nwIbIG
pROeFRTIFS:
A. WOnD - MINIbdUM SPECIFIC r,RAvITY nE n,42 (SPF).
GENERAL NOTES:
1. THF panni IIc=SuOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE CURRENT FLORIDA BUILDING CnDF (FRC),
EXCLUDING HVH7 AND HAS BEEN EVALUATED ACCORDING TO THF
FOLLOWING:
• ASTM D3679-17
ASTM D 4477
• ASTM D 5206
2. ADFOUACY OF THF FWISTING STRUrTI IRAI CONCRFTF/UASnNRV AND
2X FRAMING AS A MAIN WIND FORrF RFUSTING SVSTFU CARARI E nE
WITHSTANDING AND TRANSFFRRINr A221 IFD PRODUCT I OARS To THE
FOUNDATION IS THF RFSPONSIRILITV OF TE]F FNGINFER nR ARCHITFrT
OF RECORD FOR THF pROJFrT OF INSTAI I ATInN.
3. 7X RLICKS (WE]FpI LJSFn_) SE]AI I RF nFSIGpIEn aWn ANrE]nnM Tn
pROPFRI Y TRAWSFFR Al I I nAnS Tn THE CTRUCTI IRF, RI Irl( nES19W
AND INSTAI I ATInN IS TLIF RFSPnNSIRII ITY nE THF FbIGIbIFFR nR
ARCHITFCT OF RFCORn EOR TIjF pRnJFCT nE INCTAI I ATlnpl.
4, THF INSTAI I ATInN DFTAII S DFSCRIRFD E]FRFIW ARF GFWFRIC Apin UAV
NOT RFFI FrT ArTUAI CnNDITInWS EnR A SPFCIEIC CITE, IE SITE
CONDITIONS CAUSF INSTAI 1 ATInN Tn DEVIATF ERMA TIjE
RFnUIRFMFNTS nFTAII Fn IjFRFIN, A 1 ICFWSFn FNGIWFFR nR
ARCHITFCT SHAI I RRFPARF SITF SpFCIFIC DnCUMFWTS EnR LICF WITH
THIS nnCUMFNT.
S. VINYL SOFFIT SHAI L MFFT THF RFOIIIRFMFNTS OF CI IRRFNT FRC
SECTION. APPLICATIONS OF VINYI SOFFITS SHAI I MFFT cFr inN
CHAPTFR 16 A 17 OF THF FRC.
6. VINYL SOFFIT SPFCIFICATInNq:
• SIDING hdATFRIAI : PVC (PFR ASTU n 4477)
• bInMINAI WAI I THICKNESS: VARIES SEE nrrIlrbl PPrrrURE
TARI F
7. INSTAI I ATION nF SnFFIT ACCFSSnRIFS SUCE] AS CnRpIFR pncTS,
STARTFR STRIPS, TRIMS AROUND nPFWIbIGS SIjAI I RF DnpIF IbI
ACCORDANrF WITH THF FI nRIDA RUILDIpIG CnDF AND THF
MANUFACTURFR'S INSTRUCTIONS.
S. VINYL SOFFITS USFD FOR PORCH LFII INGS CHALI RF INSTAI I Fn WITE]
DLII TIPI F -,RAN/1 ARISE n_VFRE]AWG DETAILS AS SHOWN ON SHEETS 2.4_
S AbIn A.
10WROYAL
Ruilding Products
Q1. -Al "ROURCRESCENT
lunnnaQinrc QNTA21Q i Aui V2
2h1: (CIA) 7SA_2AQQ
J
R
LL
L]
10
o
WNLn 1;z mi
LLJ
n
0 m
O ❑z r_� =°
w J m Q n,
a
�zG
LA
d W p Q W O- .. -
tri C33
0 m
J �n �dLLJ r_n
y v�oZ
W N d G
7m K
� - a
REMARKS RYDATF
FRC 7n7n URDATF I I 1n/7n
SRAM URDATE SM 1 2121
- ..Ku -ma
M MAr MOT REF
SIZE. F= Cpl
FROM T,E RIM
Zea Son: 120 2DDrnvin9 thlc d!2 Ment
)ate: 202].q?%16!it-"I f Or -'00'
nz,,
wo
N .7 7
"nOP S A OF ' cr
i40 Z
A
i T 0 top, c
pG�
c
. ```
MA E. DANWKAW mow. / -
DANIA BEACH. FL 5700•
Ear CERT. OF AUIHOMZAnw y_ 22 -
FI tt;
EL13139
DATF; 04.1 1.18
DWG, BY:
CHK. RY;
FG HF
SCAI F: NTS
DWG. #: RBPO18
SIj F FT:
I
nF F
\/IWY( SOPPIT NAII Vn
INTO 2X BLOCKING
OR FASCIA, TYPICAL
FASCIA CAP
RV OTHFRC
ALTERNATE FASCIA CONDITION
ROC
J -CHANNELS NA
ALONG 2X WOOD BLOC
12
2X WOOD BLOCKIN
BY OTHERS, TYPIC)
FASCIA
BY OTHERS
VINY( SOFFIT NAII FD 1211 M
O.C. INTO 2X BLOCKING TYPII
A
VERTICAL SECTION
2
SOFFIT INSTALLATION DETAIL
7X wnnn FRAMIdG, TvP,
thdROYAL
Ruilding Products
gl novel rnQup roP-rFIJT
WOODBRIDGE, ONTARIO L4H1X9
PH:(6141754-34RR
)R WOOD
'ALL
`��f,i!I!ff
TERIOR ill/if,
/i,
N
.7 7 _
wo
yk _
-0
X\ 0
P.
398 E. DA rIA ACH BLVD. / 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29378
FL #:
FL13139
DATE: 04.11-18
DWG. BY: CHK. BY:
EG I HFN
SCALE: NTS
DWG. #: RBPO18
SHEET:
0F 6 -.oO
~
z
LL
LL
55
09!
o
p
cc t t
CL
J
a < y a
►—
F H
LL^J�
Z
z a
QQ2
0 W
p
oo
cc �=
w z
9
�m
m
Z
-j LD
7 J
o
N<c�
W
�
—�
�
a
W
REMARKS
BY FDATE
FBC 2020 UPDATE
LL 110120
CPAN UPnATF
Cm 1 7/71
)R WOOD
'ALL
`��f,i!I!ff
TERIOR ill/if,
/i,
N
.7 7 _
wo
yk _
-0
X\ 0
P.
398 E. DA rIA ACH BLVD. / 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29378
FL #:
FL13139
DATE: 04.11-18
DWG. BY: CHK. BY:
EG I HFN
SCALE: NTS
DWG. #: RBPO18
SHEET:
0F 6 -.oO
�-dEATd!dr-
J-CHANNEL
R
(8" DIAM. SHANK) WITH
1M. HEAD THROUGH
VEL INTO SHEATHING
AI TERNATE WOOD WAI I INSTAI I ATION
FOR BUILDERS TRIPLE 4 SOFFIT
TRUSS
BN
ROOF SHEATHING
BY OTHERS
11 GA. X 11/2" LOI
DIAM. SHANK) WIl
THROUGH J-CHANN
A VCISI II.HL JCI.I IVIV
3 SOFFIT INSTAI I ATION nETAII
BUILDERS TRIPLE 4 SINGLE SPAN
DESIGN PRESSURE TABLE:
:RIOR
DESIGN PRESSURE TABLE NOTES:
1, ALLOWABLE NEGATIVE WIND PRESSURES BASED ON CAI CUI ATIONS IN
ACCORDANCE WITH CHAPTER 16 OF THE FRC.
2. FACTOR OF SAFETY = I.S.
3. PRESSURE EOUALIZATION FACTOR WAS NOT USED IN THE
DETERMINATION OF THE DESIGN PRESSURES FOR OPFN FRAMING
INSTALLATION.
4. PRESSURE EQUALIZATION FACTOR WAS USED IN THE DETERMINATION
OF THE DESIGN PRESSURES FOR INSTALLATION OVER SHEATHING,
W'
d R OYAL
Building Products
91 ROYAL GROUP CRESCENT
`"'0^ -^_'°I^ -GE, ONTARIO VH1X9
QW: (.1112--3"88
13 (9
Allo—ble Allowable
Z
U m
Z
C,
Pressure(psf) Pressure(psf)
soffit Name
Panel
zm-
Over Sheating Over Open Framing
o
Configuration
OJLL
Thickness hicknee ss
n�;�t-m
Nails
Staples Nails ttaglps
r.
cc
g 0
Q _U u'_^ a
4 a
Q_
0
10" O.C.
10" O.C. i r n.r i r n.r
Ruildars Triple 4
Solid &
Perforated
Single -Span
(16 in.)
0.038
+/- 140.0
+/- 172.8 +/-75.6 +/-93.3
DESIGN PRESSURE TABLE NOTES:
1, ALLOWABLE NEGATIVE WIND PRESSURES BASED ON CAI CUI ATIONS IN
ACCORDANCE WITH CHAPTER 16 OF THE FRC.
2. FACTOR OF SAFETY = I.S.
3. PRESSURE EOUALIZATION FACTOR WAS NOT USED IN THE
DETERMINATION OF THE DESIGN PRESSURES FOR OPFN FRAMING
INSTALLATION.
4. PRESSURE EQUALIZATION FACTOR WAS USED IN THE DETERMINATION
OF THE DESIGN PRESSURES FOR INSTALLATION OVER SHEATHING,
W'
d R OYAL
Building Products
91 ROYAL GROUP CRESCENT
`"'0^ -^_'°I^ -GE, ONTARIO VH1X9
QW: (.1112--3"88
moa c DANfA WACH BLVD, / 338
^_WI• BEACH. 1 =4
E112c CERT. K AUTHMATIM No. 29578
F I ik
FL13139
^ATF; 04.11.18
DWG, RY• rLIV. RY:
EG I HFN
CrAI r: NTC,
nwn.it: RBP018
CIjFFT:
%Iawl
13 (9
y�
Z
U m
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2. FACTOR OF SAFETY = I.S.
3. PRESSURE FOUAL17ATION FACTOR WAS NOT USFD IN THF
DETERMINATION OF THE DESIGN PRESSURES FOR OPFN FRAMING
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4. PRESSURE EOIJAL17ATION FACTOR WAS USED IN THF DFTFRMINATION
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2. FACTOR OF SAFETY = I.S.
3. PRESSURE FOUAL17ATION FACTOR WAS NOT USFD IN THF
DETERMINATION OF THE DESIGN PRESSURES FOR OPFN FRAMING
INSTALLATION.
4. PRESSURE EOIJAL17ATION FACTOR WAS USED IN THF DFTFRMINATION
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DANIA BEACH. FL 33004
FBPE CERT. OF AUTHORIZATION No. 21L -M
FL #:
FL13139
DATE: 04.11.18
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388 E. DANDI-SEACH' BLVD. / 338
DANIA BEACH, FL 33004
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FL #:
FL13139
n-AIE: 04.11-18
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3/8" DIAM. HEAD THROUGH
J -CHANNEL INTO SHEATHING
11 r;A, x 1 1/7" 1 nNa WAIT S
(MIN. 1/8" DIAM. SHANK) WITH
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16" O.C.
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