HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
)
DATE FILED:
REVISION FEE:
LOCATION/SITE
ADDRESS:
PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT HIENSISION,
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: L ( 2S/3
BUSINESS NAME: ni
QUALIFIERS NAME:
ADDRESS: ,�c Ov "�✓
CITY: STATE:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME:
"� f
NAME:
ADDRE
CITY:
PHONE
ST. LUCIE CO CERT. #:
FAX:
ZIP: 3
ZIP:
INFORMATION:
FIVIR I / I /
T� 1EMyW
-RAWEI
,
STATE: A/
(DAYTIME):797 FAX:
!I
l•IW�
SLCCC.• 9123109
Revised 06130/17
JAN 2 9C
File COPY
,z
,4,-plast ro �3 ;aw
5200 W. CENTURY BLVD. w W
LOS ANGELES, CA 90045 �! ' F 1�
Smooth / Wood Grain / White Wood Grain a H
Rustic / Mahogany u � o
rx kIn l;
Series N Fiberglass Door o ;• ral u
\6tz.CQ
INSWING / OUTSWING Ia
"NON -IMPACT" �U r 5
GENERAL NOTES
1. This product has been evaluated. and is in compliance with the 5th Edition
(2014) Florida Building Code (FBC) structural requirements excluding the "High
Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details; Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind bome debris protection this product is
required to be protected with an impact resistant covering that complies with
Section 1609.1.2 of the FBC.
4, For 2x stud framing construction, anchoring of these units shall be the some as
that shown. for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEErt1
DESCRIPTION
1
Typical elevation, design pressures & general notes
2
Door panel detoils
3
Horizontal cross sections
4
Vertical cross sections
5
Buck and frame anchoring - 2X buck masonry consfmcilon
6
Frame anchoring -1X buck masonry construction
7
Bid of Materials, glaring detail & components
50
W
C=.1
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OVERALL WIDTH
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G[ASS.:
TYPE .
POSITIVE N�G>1iA?E
INSWING
37.50" x 82.00"
+47.0
-50.0
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37.50" x 80.50"
+50.0,
-50.0
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79.25' MAX. DOOR PANEL HEIGHT -j
63.00" MAX. D.L.O. HEIGHT
I
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'MO'O
Lyndon F. Schmidt ���� •F;ORVD?-
IN o z \ TPRO INC. P.E. No. 43409
FlBER
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PART OR ASSEMBLY: r� BUILDING CONSULTANTS, INC..
1 4 22 15 UPDATE TO 5TH ED.. (2014) F8C MBY
DOOR .RANEE DETAILS P•O• Box 230, Volrico, FL 33595
v a N N0._ DATE Phone. No.: 813.659.9197
REVISIONS FSPE C.A. No. 9813
® 2<11 2 R.W. 6llILGING OGN6l1LTANT9 INC.
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REVISIONS
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2012
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PART OR ASSEMBLY:
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Phone No.: 813.659:9197
REVISIONS
!
F'BPE C'A. No. 9813
® 201
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1
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UPDATE TO STFI ED. (2014) FHC
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NO
DATE
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MASONRY
OPENING
2X BUC
SUCKANCHORING STRIKEJAMS
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR
AMC.
M1N
M70 CLf ARANCE
MIN CLEARANCE.
-'TYPE
SIZE
ETWBEDNlENT
70 MASON
TO ADJACENT
.._EDLzLJ.... _
...... ANCHOR. .:i`
ITW ®
1/4"
1-1/4"
2"
4"
TAPCON
ELCO
4"
ULTRACON®
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8" edge distance, I" end distance, & 1"o.c. spacing of
wood screws to prevent the splitting of wood.
MASONRY
OPENING
L
TYP. HEAD &
JAMBS
Z
FRAMEU
2X BUCK
L
FRAMEANCHORING
Masonry 2X buck construction
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Masonry IXbuck construction
0
CONCRETE ANCHOR NOTES:
o
1. Concrete anchor locations at the comets maybe adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as WAX ON CENTER" must be adjusted to
maintain the nun. edge distance to mortorjoinis, additional concrete anchors
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may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded.
F
3 Concrete anchor table
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EQMENT
BILL OF MATERIALS
REM
DESCRIPTION
MATERIAL
A
1 X BUCK SG>= 0.55
WOOD
B
2X BUCK SG>= 0.55
WOOD
C
l /4" MAX. SHIM SPACE
D
1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3A00: PSI MIN. CONCRETE CONFORMING TO ACI
301.OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/16" X 3-1 /4" PFH ITW CONCRETE SCREW
STEEL
H
1 /4' x 3-1 %4' PFH IT.W CONCRETE SCREW
STEEL
J
1/4" X 3-3/4" PFH ITW CONCRETE SCREW
STEEL
K
# 10 X 2" PFH WOOD SCREW
STEEL
L
#8 X 2-1 /2" PFH WOOD SCREW
STEEL
M
#8 X 7"PFH WOOD SCREW
STEEL
7
FORCE 5 WEATHER STRIPPING BY ENDURA
FOAM
8
COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL
FOAM.
9
4" X 4" BUTT HINGE
STEEL
10
#9 X I" PFH WOOD SCREW
STEEL
11
#9 X 3/4" PFH WOOD SCREW
STEEL
17
KWIKSETKEYEDENTRY-SIGNATURESERIES
STEEL
18
KWIKSETDEADBOLT-SIGNATURESERIES 780)
STEEL
.20
FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS
WOOD
21
POLYFIBER JAMB
COMP. / VINYL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
30
INSWING VINYL DOOR BOTTOMSWEEP BY ENDURA
VINYL
31
OUTSWING BUMP THRESHOLD
ALUM./ WOOD
32
'VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND.
PVC
33
INSWING ADJUSTABLE THRESHOLD BY ENDURA
ALUM. / WOOD
34
INSWING.ADJUSTABLE ALUMINUM THRESHOLD BY DLP
ALUM. / WOOD
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
41
DOOR SKIN MIN.0.075'THICK)
FIBERGLASS
42
TOP RAIL
CELLULAR/PVC
43
LATCH &.HINGE STILE
CELLULAR/PVC
44
REINFORCEMENT WOOD FOR LOCKS (29' LONG)
WOOD
45
BOTTOM RAIL
CELLULAR/PVC
46
POLYURETHANE FOAM. BY NAN YA
POLYURETHANE
47
CONTINUOUS LATCH &HINGE STILE REINFORCEMENT
WOOD
49
GLAZING COMPOUND
SILICONE
55
LIP LITE ODL/WESTERN REFLECTIONS HP
POLYPROPYLENE
56
GLAZING SPACER
ALUM.
57
#8 x 1-1 /2" PFH LITE FRAME SCREW
STEEL
I-� 4.55" �{
Fes-- 244" � 2.13" —►i
20 HEAD 6 SIDE
Jamb
�1 ADJUSTABLE INSWING THRESHOLD
4.56" ►+
X] Eo
/1 ADIUSTABLEINSWING 1HRESHOID�
I
31 OUTSWING BUMP THRESHOLD
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code version
. " I .
Application Status
Comments'
Arcbweq
Product. Manufacturer
Addrestfl?h6ne/Ernail
Authorized Signature
Technicaf Represdritati.ve
Ad&ess/P. , hone/Email
.QqaY4—,A*sprat)qp'Representative
Addi*ss/jPh6h.e/Emal(
Category
,.Subcat . egory
Compliance ' ,Method
Subrnk Sufth6rge, 'j StatsA,Fads Publicafjim. FpCStaff BCISSIU-Map, Links
search
FL12856wR6
Revision
2017
Approved.
Town and Country:lnduArle%,
400 West McNab Road
Ft.. Lauderdale, FL 33309
(954) 493-8551
tomj@tc-alumxom
Fra 6 ' k Bernardo, .
ffi.nk(aengifidiielnge ress.com
Thomas, B. Johnston
460"Wesi'MCNab 11d.
Ft. Lauderdale-f FL33309
tornibit-61un)xom
'shutters
'Storm Panels
Evaluation Report fror'n.a Florida Registered Arphliectora, Ucensi2d Florida
prpf&sfonal. Engineer
E)iaWbfidh gpoprt-- Rardcopy Received
Florida Engineer or Architect.Name W4o,.,developed the Frank 1. Bennardo
Evaluation Report
Florida Lidense
Quality Assurance Entity
Qualjty"Assumncei Con ti
tract 15�pira.an Date
Validated By.
Certificate.Independence
of ndependence
Referenced Standard and, Year ((jfl standard)
ASTKE199.6,
ASTM,E1 996
ASTM E330
`TAS 2-10.1 File COPY
TAS 202
TAS,203
EGuivalence.of Product Standards
Year
2002
2002
2612
2062
1994
1994
104
jCertifie&BY
the Code
Proc(uct Approval Method
ubmitted
Pate,V608ated
Date'.06nding F6C Approval
bate.,'Approved
Florida Licensed Profes , slonal -Engineer or Architect,
FL12856 R6 E06iv E4uiv,jjpdf
AA-285
FL12856 'M:'E6W,V EdWv3:pdf
Mdthdd I Option 11)
asJJiof
1011062017
FL.'# Model, N umber or Name Description
12856j AluminumStb rm, Panel 0.050" AlUmInum Storm .Piffiel, with Optional Clear. Panels
li'mits,of Use, Installatjoh Instructiohs
A0prov , ed for use 1n H,VH.Z: No FL1285 6 R6 11 DWal odf
AOpic�;66 foe Use outside.HVIIIZ: Yes, Verified By: Frank L 136Mardo, PiE. PE0646549
Impact Reilsitahtfyes Created by Indd06hdeht-'TfiIrd . Party: .Yes
TiesI,9n'1Pi6ss6ri. N/A Ev Reports
Other Shutter a'ua
meets requirements for Wind Zone 4"'and �FL12856 R6 AE Evall.ndf
M defined In ASTM E1946. See4nstlal I ation .1 Created by Iride �d h 01�' entj ird Party: Yes
instructions ,.for:.sr)e.c1-f,1'q Design Pressure Ratings by size,
12.856.2,
"Safety Edge" Storin- PiYnds
"Safety-f-clg6" Stomi Panels, 28ga (0.018"") Steel, 0.022"
AlUrn (PerF and Norf-Pe .�Ctear Polycarb (FUII and Halo
Limits: of Use
lnibi]114 'o':n n ns
Approved for,uspJmHVHZ; No
FLI2 56, P6 if Dwa2-D
use."61de,1111VAt Yes
Verift6d. By Frank: L. Benn6rdo, P.E. PE0046549
t: Yes
PAO��P' " -
6eated by independent Part
- . . . - Party. Yes
Design Pressure: +54/-;54
Ik uation- eports
bl�er.-This Product is,not valicill'br Use Within the HVHZ.-Seb'
' t
Fdi�66'. Eval2j)d
Eva,iuA'ti'pn':.Rep"or"t'*2,in.d, engineering &aWing. for &ddIti61n,!:I
Party- Yes
Liiirnitat ' 0 lorks�andclit- .tcon I tons a use.
Sack K 9
con6a<t-U.g t: 2r0j, Sja(ni;tone'Rcadtalla6asnee, snL.3�,9 .Phone: 859-467-182
The,State offlbrWaJi'an AA/tE�de�nployer.,Col3vrtqht26072Qi,3<. tiltedf Florida::: Privapi Staterrie
Praduct'Aooravilxi6cepis-.
MAW. N'. N'
xC rtdit;-C Ard
W,
'g, v, - al, a
SE, & PM-YCA: R.. BSTORWPAW
269.!'(0:018,7) STEEL .&'0.10W'PQLYCARB
9� , 018, GAm PERRFOO '0011S
I (OPTIONAL)
SAFMEDGE
02tf(1/4-TYP)
f 11 IV !I
pi,378*
4.844' UW-
12",COVEMGE -
23X TOM Wlo*m
STEEL$TORM PANEL PROFILE
SEMON
6'.joo
,CARS�ONATCpoLy-
.
1 -4.
Dir
—lrTOTALVilDTH
POLYCARB STORWPANEL PROFILE
4" 1'-0* SECTION
-- .WDTH0NUMrrED
TOPf. MOUNTING
CCOr4n40U RT MD) SEMPNS.F"'
o.
F
BOTTOM
MOUNT
(CONN
AS:REO'D)
TYPICAL ELEVATION
N.T.S.
/16*j
iA I
----
OPTIONAL
PERFORATIONS
VEWS EMV
-v
0.018.GALvsmEL
PiFLFOFtATIbNs
378" (OPTIONAL).
SAMY EDGE
(1/4"IYP)
V'CoviiiAdi 378*
7S31'TOTALWIDTH
STEEL H A LE -PANEL PROFILE
4. - V-0, SECTION
KEYHOLE PUNCH
0. . VV. E.Mv
0.75"
0.100", PDLY-
CARBONME
(*-Molo".) *
11 , V4 iOx,3�4'SS,Srups THICKNESS.
SPACED A
05/16-
'
12!O;Cv UP TO 45 PSF
9-6*P.CuPTOS4P$F1M5ir
OSTUDDED ANGLI
6'- 11-V
OM
rs
ZqMAC3 mw—
ALLM alp WIDE- BASE
-J"SHERED WING.NUT
NTS
Nry LAOLEO VNM.A MINIMUM. OF
I
4;
EXISTING
STRUCTUY
;EMBED,
MINIMUM
IVLL
EXISTING SEPARATION. 411,
1PER . 1
GLAZING SCHEDULE; N'T
SPAN SCHEDULE
289a (0.60) GAW STEEL PANELS..
S.
MAX LOAD: *54.0 pst
MSPAW 91-2,•. (ALL MOUNTING CONDITIONS)
MIKSPANS:; 26' (DIRECrMOUNT-TOP &BOTTOM)
16,' (ALLPTHERCONDITIONS)
O.iOO'BEAR '06LYCAPJ3RJLL-IHALF-PAPIELS
MAXLOAD: d;54.Opsf,
MAXSPAN: 9'-2* (ALL MOUNTINOCONDITIONS),
MIN;SPANSz 14", (DIRECT MOUtrrTOP &BOTTOM)
IS* (ALLOTHEkCONOITIOYS)
. ... .... ...
EXISTING ,HOST
STRUCTUAF; T.YP,
\-NO' 17"O�C.,(USE ANY
ANCHOR FROM ANCHOKSCHED)
TRAP MOUNT',CLOSVkE
Z , r ,PLAN VIEW
,S SPACED AT.,
� C%UI170,4� PIr
"o. T"P" 4.
<<f.
-
rt
rr
MAX
IOR EMSTING kofl____
STRUCTURE
NT)
4 tlWALL MOUNT CLOSURE
,2_) - 3" - 1,-.0" PLAN View
GLASS SEPARATION
SCHEDULE
(REQUIRED ONLY IN ptsENTAl FAcaunes)
.28da (0,0181) GALV STEEL,;,—M—N91S
• MI%pGLASS SEPARATION FOR INSTALLATIONS
AT :
BELOW 30'ABOVE 'GRADE.. 5.37S-
• MIN. GWI�SEPAPATrot4,FORINSTALLA71ONS
GREATERlliAN30'ABOVE GRADEi:532S"
CORNER CLOSURE.
\, �2,N.T.S; PLAN VIEW
GLASS SEPARATION
SCHEDULE?N0TE5.-'
L. GLASS SEPARATION SCHEDULE
PROVIDES MINIMUM qEpwpON
DISTANCE REQUIRED'BETWEEN EXTERIOR
FACE -OF GLAZING (OR OTHER PRODUCT
BEING P OTE ) AND INTERIOR'FACE
doSTORM-PANEL.
ORM PAN
2. SEPARATION DISTANCE PER THIS
(SCHEDULE IS REQUIRED�FOR USeWTTH
posmve LOADS ONLY.
.3. SEPARATION FROM.GLASS IS
REQUIPEDONLY . .
WHEMINSTALLED ' WITIHIWESSENTIAL FACILITIES.,
.Na FiEOa6§49
A; U4
ANCHORS AT. 17- D.C.
ME ANY ANCHOR
R '1'1
FROM ANCHORSCHED)
EXISTING HOST . ....
STRUCTURE ;p
BUILD —OUT
MOUNT CLOSURE
PLAN VIEW
L2J
'
ANCHOR
SCHEDULE
STUD
ANGLE ATTACHMENT "ANCHOR
UpTo.
9'•Y"
16.0"�
160.,
160.;FENAIt}x;
160'
16,a
is a
MD
16.0".
ANCHOR.NOTES''
-
16:0" 1} '"ELCO PANELMATE ANCHORS MAY. BE E(.CO FEMALE
mr PANELMATE OR ELCO PNELMATE PLL3S, A5ILLUSTRATED.
i6.u" 2) ENSURE -MINIMUM 2' EDGE DISTANCE FOR ANCHORS
250" TOCONCRM&TOHOLLOW.BLOCK�,U:N:O, EDGE
DISTANCE OF 3/4 IS ACCEPTABLEFOR ANCHORS TO,
WOOD
o: '3) 7 MINIMUM EMDEDMENT SHALLBE-AS NOTED IN
Up T DISTANCE EXCLLUDES STUCCO, POA BRICK, ND OT iER
5.2", WALL FINISHES., . '
-79' 4 `ANCHORS SHALL BE INSTALLED IN ACCORDANCE
) .,
6'9",-.. WTTH�M UF¢CTURERS;RECOMMENDATIONS,
'.5),ALL CONCRETE ANCHORS SPECIFIED. HEREIN SHALL
A 8" BE INSTALLED T.0 NOWCRACKED CONCRETE.QNLY. ALL
11.1„ BLOCK SUBSTRATES. SHALL'BE ASTM`C-90'NINIMUM.
6)'WHERE EXISRtJG STRUCTURE IS,WODD FWiF+tING,
9.6" - EXLSTiNG C6NbTT10N5 MAY VARY. FIEI.O�VEREF.YTHA'1'
7A" FASTENERS AREANTO ADEQUATE WOOD FRAMING
.6:8'�_ MEMBERS NDT PLYWOOD.,
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;133" FRAMING)." WOOD STII4 SHALL BE'SOQTHERN PINE'
0-0.42 OR GREATER DENSITY ,UNLESS OTHERWISE
1I.B" '•" .,
NOTED.
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152 9};MACHINESCREWSSHALL HAVE MINIMUM OF MI
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