HomeMy WebLinkAboutREVISIONSOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
SCANNED
BY
St. Lucie County
LOCATION/SITE
PERMIT # Ift-4)ISO
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:,�Oaic,Q- MeRAOJ
CONTRACTOR INFORMATION:
STATE of Fl, REGICERT. #:
BUSNESSNAME: "Y�,"fr\
QUALIFIERS NAME'. I
ADDRESS:
CITY: I t STATE:
PHONE(DAYT : - 7 -7r 2 - 7 /
OWNERIBUILDER INFORMATION:
NAME: v- Jj: I
ADDRESS -
CITY:
ARCHITECT/ENGINEER INFORMATION.
NAME:
ADDRESS:
CITY: r-1- ZZ4.
/ � ST
ST. LUCIE CO CERT. 9:
FAX:
FAX:
ZIP:
ZIP:
SLCCC: 9123109
RevisedO6130117 RIE" V I b"' I (g 9 N FILE Copy
0_ 1�
John M. Foster - Architect
Member - American Institute of Architects - LEED AP
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Sedona Multi -family project - Building 11
3156 — 3166 Morning Dew Lane
Permit# 1812-0150
Revision to window buck installation:
Details "B" & "E", Sheet A-5.
January 10, 2019
PT 1x4 window bucks may be installed with hardened cut nails. Note that subsequent
window installation will be thru-fastened directly to the concrete head and jambs.
If there are any questions regarding
poop %
F�Al
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08611
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"EVIEWED FOR
CODE COMPLiANCE
Sy� LUCIE COUNTY
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Contractor
Copy
MIAMIDMAME MIAMI-DADE COUNTY
MM PRODUCT CONTROL SECTION
It 805 SW 26 Stree� Room 208
DEPARTMENT OF REG ULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NnTTC.F-OF ACCRPTANCE MOM �wmiamidademovleconomy
Ville St. Laurent, Quebec, Canada 114TIK6
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miarni-Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. Ile Miami -Dade County Product Control Section
(In Mianti 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 immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Veloctellurricane Zone,
APPROVAL DOCUMENE 'Drawing No. ADI 0-01, titled ",Genstorm Outswing Steel Door System - LNT', sheet 1
through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and
sealed by Yiping Wan& P.E., hearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade C Product Control Section.
NIISSILE LVIPACT RATiN Large Missile Impact Resistant
Limitations:
1. See Design Pressures in sheet 1. See anchor options in sheet 2 and Hardware options in sheet 6. Max. Exterior
(positive) DP= +65, where water infiltration requirement is needed.
2. Options ftand 6 require total two (2) surface bolts (top/bottom) on active panel of the single or double doors.
LABELING: Each unit shall bear one of the following permanent labels:
Gensteel Doors Inc. Gensteel Doors Inc. North American Doors Corp.
4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike
Ville St. Laurent; Quebec, Canada H4TlK6 Cornwall, Ontario, Canada K6H7M4 Plattsburgb,NY12901-1911
and series and the statement: "Miami -Dade County Product Control Approved".
PSMWAL 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.
TERMNATION 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 w an endorsement of any product;
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NCA shall be cause for terarination.and removal of NOA.
ADVERTISEMYNT: The NOA number preceded by the words Miami -I
expiration date may be displayed in advertising literature. If any portion of
in its entirety.
INSPECTION: A copy of this entirR9VA9WPidFD8e user by
shall be available for inspectioncouleltoempu ng
Th i s N OA revi s es NOA NI 5- 0 8 ?%It a PL t2 f 616 1j6e VC nWe vi[d e r.
document mentioned above. NTY
The submitted documentation was reviewed ba�fttChanda, P.E.
KAWDADE COUNTY
F.-Hrom
FILE C
followed by the
Expiration Date: July 14, 2020
ApprovalDate: December28,2017
Page 1
Gensteel Doors Inc.
NOTICE OF ACCEPTANCE: EVIDENCE.SUBNHTTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under file listed below)
2. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LNU', sheet I through 8 of
8, dated 02/05/11 and last revised on AUG 21, 2015, prepared by MCY Engineering, Inc, signed
and sealed by Yiping Wang, P.E.
B. TESTS (submitted under files #12-022334 /#10-1203.02/#05-0127.11)
I. Test reports on 1) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT)
Along with marked -up drawings and installation diagram of Genstorm. Opaque Double Swinging
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated
10/14/10, signed and sealed by Jorge A. Causo, P.E.
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94(PNIK177T threshold)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94
7) Tensile test per FBC, TAS 202
Along with marked -up drawings and installation diagram of Genstorm. Opaque, Glazed and
Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL 5877, dated 10/ 131109 and FTL 5898, dated 09/14/09, both signed and sealed
by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01)
3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS-3 * 058370-
DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by
Intertek Testing Services, signed and sealed by Stephen J. Ernerman, P. E. (# 05-0127.11).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014(5d.Edition),
prepared by MCY Engineering, Inc, dated 08/21/15, signed and sealed by Yiping Wang, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. rVIATFRIAL CERTIFICATIONS
1. Tensile Test, per ASTM A370-05 item B (1) (7)
2. Tensile test report NO. FTL 5877 per ASTM A370-05 dated 10/13/09, issued by Fenestration
Testing Lab, signed and sealed by Julio Gonzales, P.E. (submitted under file # 10-1203.02)..
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (511, Edition), dated 08/20/15, prepared byMCY
Engineering Inc, signed and sealed by Yiping Wang, P.E.
2. Statement letter of Lab. Compliance, as a part of above test reports.
Isbaq 1. Cbanda, P.E.
Product Control Examiner
NOA No. 17-0803.01
Expiration Date; July 14, 2020
ApprovalDate: December28,2017
E-1
Gensteel Doors Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. This NOA revises & renews 4 12-0223.35, expired on 07/14/15.
2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08-
3. Distribution agreement between GenSteel Door, Canada &North American Door Corp, N.Y.
dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively.
1. New Evidence submitted.
A. DRAWINGS
1. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMI", sheet I through
8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc.,
signed and sealed by Yiping Wang, P.E.
B. Test
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94(PMKI77T threshold)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94
7) Tensile test per FBC, TAS 202
Along with marked -up drawings and installation diagram of Genstorm. Opaque, Glazed and
Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL 5877 dated 12/08/09 signed and sealed by Julio E. Gonzalez, P.E. and FTL
7224 dated 02/12/14, signed and sealed by Marlin Brinson, P.E.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1. Statementletter of conformance t 2BC<2014 �(SEditi in &;FBC�2017�(6thEdtitio�n)�dated�
th se e y ipmg ang,
v iom�'
05/16/17, prepared by MCY Engidlee c-,(�signedtZad :se e 2.
G. OTHER
1. This NOA revises NCIA # 15-0825.04, expiring 07/14/20.
2. Test Proposal #17-0053 dated FEB 03, 2017 approved by RER�
IshAq L Chanda, P.E.
Product Control Examiner
NGA No. 17-0803.01
Expiration Date: July 14,2020
ApprovalDate: December28,2017
E-2
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USING SIX �5.. (11 MACHINE SCREWS AND TWO 01445.
III MACHINE SCREWS SEALED WITH OPTION 5
'GE SILICOtIE 11' ACTIVE LEAF:
VVES' SNM SURFACE MOUNT MANUALLY OPERATED RUSH FIF 'PREQSTU� HCi!3aD MORTISE PANIC EXIT. SURFACE MOUNT
BOLT. TO BE FASTENED WITH (2) 10 It I -In' TEKS SCREW + (2) 14XI MANUA.LY OPERATED FLUSH BOLTAT TOP AND BOTTOM.
1414-MIS WITH (4) ID . I -Ile M SMS
INACTIVE LEAF: "S Z INACME LEAF. DOOR EDGE C0145TRI)CTION
VON DUPRIN 9927EO SURFACEVERTICAL ROD WTH n29MIKIE 'PRECISIOW HUNS CONCEALED VERTICALROD. SURFACE
USING SIX04S.. (I-) MACHINESCREWSMD TWO MK)UNTTW0 POINT LOCK SYMMWITH 'PRECISIOW PANIC
(IjMACHNESCREWSSG*EDWTH DEVICE LOCATED W FRDM BOMMVM (4) 1�14 x I -Ile
:GESIuCONEIr OHMS
IVES' SM53 SURFACE MOUNT MANUMY OPERATED SURFACE DOUBLE DOOR
BOLT M BE FASTENED WITH (4) 12 x 1.1w M MS
PEMKO037SCROVERI-APPINKIASTRAGAL OPTION 6 HINGES: STEEL MORTISE HINGES 4 PER LEAF.
ACTIVE LEAF LOCATED AT 9-? MAX. FROM TOP OF DOOR TO E
'PREGM10IT KC2809 CONCEALED VERTICAL ROD. SURFACE CENTER LINE OF IST. HINGE AND TO BE SPACED u
MOUNT7W0 POINT LOCKSYSTEM WIN 'PRECISIOIT PANIC OUT NOT TO EXCEED 37-iS/16' FROM CL TO CL OF z
OPTION 2 DEVICE WITH (4) l()44 A 1-114% LOCATED 39-W FROM BOTTOM -0
HINGE. TO BE FASTENED BY #12-24 xi'FLATHEAD
Z
ACTIVE LEAF: 'PRECISMIT HE22M SURFACE VERTICAL ROD. SURFACE MOUNT —
V07rD_UPRIW 9875 MORTISE EXIT WITH 121 W2 x M' M MS. INACTIVE LEAF: MACHINESCREWS..
L�TED 39�WV MOM B070M TWO POINT LOCK SYSTEM WITH 'PRECISIOW PANIC DEVICE WITH W 0
(4)10-24 x 1-19* OH MS. L�TED 3S,IW MGM BOTTOM SINGLE DOOR 0
INACTIVE LEAF: (2)SURFACE MOUNT METALLIC STRIKE PLATEAT HEADTO HINGES: STEEL MORTISE HINGES 4 PER LEAF.
IVES' SMU SURFACE MOUNT MANUALLY OPERATED BE FASTENED WITH (2) 11�0 FH NIS LOCATED AT 11 V� MAX. FROM TOP OF DOOR TO z
SURFACE BOLT TO BE FASTENED MH (4)12 X 1-1/4'M MS CENTER LINE OF 1ST. HINGE AND TO BE SPACED III
PEMKO ItU75CR OVERLAPPING ASTRAGAL OUT NOT TO EXCEED 25-511w MAX. FROM CL TO CL / >. �
OPTION 7 D
OF HINGE. TO BE FASTENED BY 912-24
ACTIVE LEAF. FLATHEAD MACHINE SCREVVS.
PRECtSK)w N=200 SURFACEVERTICAL ROD.
(4) %� x 1-IW ON MS_ LOCATED 3�4' FROM BOTTOM
OPTION 3 INACTIVE LEAF: OPTION
ACTIVE LEAF, 'IVET SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH ACTIVE LEAF.
BOLT.TO BE FASTENED WITH (4)12 It I -lie M MS FF E
'SARGENT� 8200 SURFACE MOUNT MORTISE LOCKWITH MORMVV CLM SURFACE MOUNTMETAI-LIC HANDLEAT 39 11-
HANDLE. WITH SURFACE MOUNTMETALUC DEAD -BOLT. FROM BOTTOM WITH (2) N� X W8' PH MSAND (2) " X 311' FH
MULTITHREADSCREW.
LOCATED 3r FROM BOTTOM WITH (2) W2 X r PH MS TORNIN' DMD SURFACE MOUNT METALLIC DEAD BOLT AT 45
OPTION 8 Iw MOM BOTTOM VM (2)1/4�20 X 1618- M MS; Q) 91 M2 X 2
INACTIVE LEA
PH MIS AND Ma X =' FH MULTI THREAD SCRM,
�14' LONG 18 GA MIKE BOX TO BE FASTrNEI) BY (2)012�4 ACTIVE LEAP.
SCREWS �Ohl DUPRIIT 9847 CONCEALEDVERMCA. RODWITH PANIC INACTIVE LEAF: 8
'IVEW SM53 SURFACE MOUNT MANUALLY OPERATED SURFACE DEVICE Will (2) &32 x WW N MS. LOCATED 394AI' MOM TIES' �58 RUSH MOUNT METAQ�LIC RUSH BOLTS AT Ir 0
OPTION 0
L
0
13
BOLTATTOPANDBOTTOM. WFIH(4)1/�Dxl�FHMS BOMM AND71-MMBO�OMWI(4)*BXM'FHMM�MR�
SCREW.
INACTIVELEAF. ONE RUSH MOU� METALUC MIKE PLATEAT 39 IZ
TO BE FASTENED WITH (2) V! 0 x I-11C PH SMS 'PRECISIOIT HC2800 CONCEALED WITTICAL ROD. SURFACE FROM BOTTOM W (2) #10 X V M A
SURFACE MOUNT METALLIC STRIKE PILATE At FRAME HEAD ASANDONE RUSH
MOUNTTWO POINT LOCK SYSTEM MATH 'PRECISION' PANIC MOUNT ME7rALUC MIKE PLATE AT45 I� MOM BOTTOM in
DQVICEWTH (4) IW4x 1-114'.LOCA� 39IX FROM Wf(2)NXWFHMULTITHREADSCREW. in
13OTTOM
RWDUCFREVISM
19
0
OPTION 4 (Rim,,,TwTHmuLuom OPTION 9 m 19
ACTIVE LEAF: w
ACTIVE LEAF: 0
_P�JSIOW HC2100 RIM EXITPANIC MECHANISM. SURFACE 1)ORMA7 CL7W SURFACE MOLNT METAJ�UC HANDLE AT39 ln' MOM wk
MU�LO��4l��m�BO=M�BY(4)i�20x BO�M�(2)�36XW8'PHMSMD(2)NX�'FHMULII�READ z
I-IXOHMS SCREW. NOV 15 2017 0
N TORAW DS660 SURFACE MOUNT METALLIC DEAD BOLT AT45 IQ' FROM w E3
BOTTOM WITH (2)114-.20 X I 51W FH MS. (2) 01"2 X 2 3/8- PH MS AND (2W X
INACTIVE LEAF: 3WFHMULTTHREAJDSCREIAI. YPING WAND. P.E
ROFUM RMISTROON
INACTIVE LEAF:
ONEFWN��MU�UC��P��AT391WFROMBMONIW
I-FHMS (2)#I0XI-FHSMSANDONE FLUSH MOUNT METALLIC STRIKE PLATEAT 45 4
REINFORCED MULLIOM !Z FROM BOTTOM W (2)98 X W FH MULTI THREAD SCREW.
IVET SU53 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO
HCOM PRECISION HARDWARE REMOVABLE WITH (4) 20.j- BE FASTENED WITH (4)12 x I-Ife M MIS
MIS OR $14 x I- SIMS AT TOP. r A 2-� SUEEVE ANCHOR
AD10-01
EMBEDDED q IWO CONCRETE AT BOTTOM.
MIAW =E COUNrt FRUIT - -P 711
I
@
H.W
DUST BOX
18 GA DOOR FRAME JAMB AND HEAD
THRESHOLD
5.
THRESHOLD
3%" 5. 1%*!
OPTIONAL THRESHOLD
0.173'
RMT�
CLOSER BOX
REINFORCEMENT
i -
FAROS
MASONRY WIRE ANCHOR F,-Wk4
�Wx I- SLOT
��ARD
ROWS RCEMIWT FOR
IM.S.F�
-94.
,Rl.- I
10 GA HINGE REINFORCEMENT n1l
C4
L I=
R&Rr� DR1010 t3W
MORTISE SO �CEMENT
REINFORCFMF
.134" THICK STEEL HINGE
SURFACE SOLT STRIKE (OPTION A)
o
3 sle
SURFACE SOLT STRIKE (OPTION B)
1.
1
MOE
GA,,GE
FASO'S
EMASTEELANCHOR STRIKE DUST BOX A
�W.S,
Is 'N. �
119
&
LOCK FOSEM
MWOfSE
OR.
.TRPFWFOR
0141700 VS.S..
SURFACE BOLT STRIKE MORTISELOCKEDGE
REINFORCEMENT REINFORCEMENT
'k"'
FAiNn
FLOORANCHOR 12 GA. REINFORCEMENT PLATE
01
.Z2
PRECISION STEEL
MULLION
1 �F-T - �qti?
VINYL CAP
�FVG WmG., P
FIDRIOA RMISFIX
I a54M
'7, *
2
2
z
z
Lu N00
E
m
L
M o
0
0 6
AD10-01
SHIMF ? OF 0
BILL OF MATERIALS
ITEM
PART No.
MATERIAL
QTY.
DESCRIPTION
MANUFACTURER/SUPPLIER/ REMARKS
I
STEEL OR ST/ST
AS REDD.
FRAME HEAD/JAMB (5-1- x 2'>
IS GA. (0.048MIN.) Fu= 48KSI MIN.
a
PMK2051
Al-UH,
1
THRESHOLD
PEMKII WITH VINYL INSERT
3
STEEL OR ST/ST
AS REDD.
DOOR PANEL
20 GA. (0.036MIN) Fum 55 KSI MIN.
4
DR1010
STEEL
AS REDD.
MORTISE 13OX REINFORCEMENT
GENSTEEL
5
P 397
AS REDD.
PEMKO 387 CL13SED CELL SPONGE WEATHERSTRIP
PEMKII
6
-
STEEL
AS REDD.
2-a' x 4' t2 GA. STEEL REINFORCEMENT
GENSTEEL
7
HC822
ALUM
AS REDD,
REMOVABLE MULLION
PRECISION HARDWARE
a
FA3010
STEEL
AS RED]).
EMA ANCHOR
GENSTEEL
9
S11453
AS REDD.
SURFACE BOLT
IVES SB453
10
FRI200
STEEL
AS REDD.
1-is x 12' 16 GA. FRAME REINFORCEMENT
GENSTEEL
11
FA1040
STEEL
p
FLOOR ANCHOR 18 GA. (1-k x I-j- x 4-j- LOD
GENSTEEL
S
12
HR2000
STEEL
4 PER LEAF
HINGE DUSTBOX
GFNSTEEL
13
HR1030
STEEL (10 GAJ
4 PER LEAF
HINGE REINFORCEMENT WELDED TO FRAME OR DOOR
GENSTEEL
z
14
DR1700
STEEL
AS REDD.
M12RTISE LOCK EDGE REINFORCEMENT WELDED
GENSTEEL
a 4
15
FRIIG0
STEEL
AS REDD- -
ASA STRIKE BOX REINFORCEMENT
GENSTEEL
3 t, la
16
179-454
STEEL
4 PER LEAF
DOREX, HAGER #179-454-15 HINGE
STANLEY
0� 3
17
FA3030
STEEL
AS REDD.
MASONRY WIRE ANCHOR
0,173 DIA. Fv=60 ksl
W 0
w Z
is
STEEL
AS REDD.
20GA. DUSTBOX
GENSTEEL
0
z u
19
PMK200SAT
ALUM.
1
THRESHOLD OPTION
PEMKII
Ll 0
20
2100
ALUM.
I PER LEAF
DOOR SWEEP
UNIQUE
Z ;5
0
21
AS1080
STEEL
1
IOGA. 2' FLAT ASTRAGAL W/ #12-14 x 7/8' SCREWS @ 12'
O.C.
GENSTEEL
22
375CR
ALUM.
1
ASTRAGAL WITH SPONGE NEOPRENE W/ #6 xl' TEK SCREWS @
6' O.C.
PEMKO 37SCR
23
PMK177A
ALUM.
I
THRESHOLD
PEMKO
24
VINYL.
1
VINYL CAP
25
FRIIGOM
STEEL
AS REDD.
STRIKE DUST BOX
GENSTEEL
26
DR1700M
STEEL
AS REDD.
SURFACE BOLT STRIKE REINFORCEMENT
GENSTEEL
27
BCIOOO & DRICOD
STEEL
AS REDD.
CLOSER BOX REINFORCEMENT
GENSTEEL
28
CH3601
TEEL
2
DOOR END CHANNEL
GENSTEEL
E
-
29
STEEL
AS REDD.
1 2- x 4 1/2' 10 GA. REINFORCEMENT
GENSTEEL
Ln
I STEEL
AS REDD.
1 2- x 6 3/4' 10 Gk REINFORCEMENT
GENSTEEL
to,
L
19,
HONEYCOMB
I
AS REDD.
I INSIDE OF DOOR PANEL
GENSTEEL
13
cl
P=KCrgram
Awp�N 6-?. ol
Ift
'0 AJ
17.2b
ILI=
L
in
0 E-
19
z
PE 155�
%
10—
CORNER
FRAME CONSTRUCTION
ADIO-01
ld�ml WDE COU�
John M. Foster - Architect
Member - American Institute of Architects - LEED AP
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Sedona Multi -family project - Building 11
3156 - 3166 Morning Dew Lane
Permit# 1812-0150
Revision to Florida Product Approval for fire rated entry doors :
January 14, 2019
Gensteel Doors, Inc. "Genstorm , impact rated, insulated galvanized 18 gage
galvanized steel frame & 20 gage galvanized steel door panel may be
substituted for the Schlage "Steelcraft" units presently shown on the issued
Permit plans. Door panel and frame shall be prepared to receive a UIL Label
automatic door closer. Per NOA 17-0803.01, this door & frame has a design
pressure rating of + - 65 psf, exceeding the requirements of ASCE 7-10, Figure
30.5-1 component & cladding net design wind pressure of +44.0 psf, (-)47.9 psf.
Additionally, the door panel shall bear a Warnock Hersey Mark of 90 minute fire
rating. Pemko #2005AT ADA compliant threshold per the NOA shall be supplied
as a pert of the door package. A UL Label automatic door closer shall be
installed per manufacturer's requirements.
I have reviewed the above listed components & cladding & have approved their use in
this structure. These products provide adequate resistance to wind loads & forces
specified by current code provisions. ea;, -0/3-0
C u`UR
"CE C()i�PLIANCr
ST. LUCip rok
0:0A M.
Jok M, Foster
0
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
LOCATIONISITE
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 REVISIONS
PROJECT INFORMATION
S(D.
DETAILED DESCRIPTION OF PROJECT
REVISIONS:(,)
CONTRACTOR INFORMATION:
STATE ofFL REG./CERT.#:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS-.' - )7e)0
CITY: STATE
— 11 ... I A -
OWNER/BUILDER INFORMATION:
NAME -
A
CITY: toe.-S-1 �tflq I'vc"e"k)
STATC:
PHONE (DAYTIME:
ARCHITECT/ENGMER INFORMATION:
NAME:
ADDRESS:
CITY: r--�-
STATE:
P14ONE (DAYTIME): 77,-)-
�3'&)-'24-1 L-:L�
L ^ 0
ST. LUCIE CO CERT. 4:
FAX:
I
FAX:
ZIP:
SLCCC: 9123109
Revised 06130117 Rwm J&%jomm FILEQDFD)�
DIN N
&M -
Florida Building Code Online .
10/31/18, 4:02 AM
—71 d
AM&Product
Or 01 USER: Pub
PlOdUcrApproV91 Merni > Search> JLQ > ApplIckion Dedul
AINI Utiai-Li2t
FL #If FL17355-R3
L
Application Type (Affirmation
f
Code Version 2017
Approval
tic User
Application Status 1\1=
Comments
Archived
Product Manufacturer'
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
r=96Fn--W—,ndow Systems —Inc-.'-i
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlalthrop@cwsxc;
Kevin Pine
kpine@cws.cc
Erin Koss
19110 SW 4atV
Ocala, FL 3 IEWED FOR
(352)
Ekd,,=E!xdbMPLANCE
ST. LUCIE COUNTY
Jay Lathrop
1900SW44thAve. BOCC
Ocala, FL 34474
(352) 368-69Z2 Ext 291
ilathr0D5CWS.CC.
Validatlon.Checkifst - Hardcopy Received
Standard
AAmA/woMA/CSA 101/l.S.2/A440-08
ASTM E1300-04
YAME
2008
2004
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I
Florida Building Code Online 10131/18, 4:02 AM
01 affirm that theTqare,,no changes� In the new Florida Building
Code which afted My product(s) and my product(s) are in
compliance with thezinew Floridabuilding Code.
Documentation from approved Evaluation or Validation Entity qYes C)No Cj%/A
1.
Product Approval Method
Date'Submitted
Date.Valldated
Date Pending FBC Approval
Date Approved
ummary of Products
Method I Option A
09/14/2017
09/14/2017
09/15/2017
Model� Number or ��ITe
Description
,17355j,
HS-620 Vinyl Horizontal Slider XO
HS-620 Vinyl Horizontal Slider, We Non -Impact.
Umits,of Use
Certification
Approved for use in HVHZ: No
FLU t!==S,pd
Approved for use outside HVHZ: Yes
&I 38-1316,i)d
Impact Resistant., No
FL,17355 R3 C C-AC CAW,138-1334,rd
Design Pressure: N/A
Quality Assurance Contra# Eipfration Date
Other: Max. sfzesf 74" x 63" and 74" x 72". See Installation
10/16/,2018
detalli for DPs. Glass complies with ASTM E1300-04.
Ins tallation InstruAlons
FLI,7355 R3 It CWS4031A (HS-620, XOLddf
Verified By: Lucas A. -rUrrfdr PE-58201
Created byr Independent Third Party:'YeS
Evaluation Reports
FL11355 R3 Ae EvaIReoCWS-103IAfHS�620,XO),Ddf
Created, by Independent Third Party: Yet
17355.2
zontal Slider XOX
HS-620 Vinyl Horizontal Slider, XOX, Non -Impact.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17355 R3 C—CAC-CA&jM-I3A1,j;idf
Approved for use outside H VHZ: Yes
FL17355 R3 C—CAC-C811 138-1342.pdf
Impact Resistant: No
Quality AssuiranceContract Expiration Date
Design Pressure: N/A
03/30/2019
Other: Max. size III" x 63". XOX 1/3-1/3-1/3 and 1/4-1/2-
Installation Instructions
1/4. See Installation details for DPs. Glass complies with ASTM
FL17155 RA I �C , W5-1067 (HS1620, XO)().p
E1300-04.
Verifed By: Lucas A, Tumer PIE-58201
CreSted� by Independent Third Party: Yes
Evaluation
FL17355 IT"AE0t1Reo'C',WS-I067 (HS-620, XOX).od
Created by Independent Third Party: Yes
17355.3
HS-620 Vinyl Horizontal Slider XX
HS-620 Vinyl Horizontal Slider, XX, Nun4mpa
Limits of Use
Certification
Approved for use In HVHZ: No
-; R3
Approved for use outside HVHZ: Yes
FL17355 R3 C CAC CAP, 138-t329.ocl
Impact Resistant: No
FL17355 R3 C CAC CAR 138-4332.odf
Design Pressure- N/A
FL17355 R3 C, CAC CAR IJB-1331bd
Other: Max. sizes: 74" x 63" and 74" x 72". See Installation
Quality Assurance Contract Expiration Date
detalt for DPs. Glass complies to ASTM E1300-04.
12/10/261&
Installation Instructions
EL17355 R3 IT CBS-1059 (HS-620,)(X).bdf
Verified By,' Lucas A. Turner PE,5820I
Created tiy Independent Third' Party: YLs
Evaluation Reporlis
Ff 17355 R3 AE Evaj to CWS-1059 (HS-620; XX).Ddf
Created by Independent Third Party: Yes�
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I
R.
HE
HORIZONTAL SLIDER - NON -IMPACT
74
"'T
7r
MAX
D
D
UNIT
HEIGHT
v
x
MAX.
SASH
HEIGHT
Li.
tpo"1s6'
'rASLE OF, CONTENTS
GENEAALNOTES& ELEVA71ONS—A
DP CHARTS &GLAZING DETAIL� --2
SECTONVIEEWS ..................... .. 3
EXTRUSIONS &
ANCHOR SCHEDULE &NOTES.. S
INSTALLATION GSTAft--�..; ........... _6
i 75 lie
I —74� MA
1 '6
� FF
,!�-"AZSI WiDr
r 6�2 "
SS
GLASSDLO
3K
I
MAY,
UNIT
B
HEIGHT
X'
MAX,
S7A$R
HEIGHT
A
GENERAL NOTES'
1. THIS PRODUCT SHOWN"EREN IS DESIGNED AND MANUFACTURED
TO COMPLY WITHTHE FLORIDA BUILDING CODE FBCI. CURRENT
EDITION.
2. GLAZING OPTIONS: (SEE SHEET 2)
3, CONFiGURATIONS;*O)C'OR'XO'.
4. DESIGN PRESSURE RATING (SEE,SHEET Z:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTIM E-130&04.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSUREj WATER
INFILTRATION TEST PRE$SURF AND GLASS TABLES
ASTM E-130"4.
5. ANCHORAGF' THE33 V3% STRESS INCREASE HASNOT BEEEN USM
FULLY WELDED.
8, SERIESIMODEL DESIGNATION HS-621).
9. THE DESIGNATION XAND 0 STA14D FOR THE FOLLOWING:
X. OPERABLE SASH. 0 . FIXED SASH
10. SECTION CALLOLITS APPLY To ALL ELEVATIO05IN A SIMILAR
LOCATION.
I I � EXTERNAL WEEP SLOT - 511 V x Z418' LOCATED 4-1/2' FROM,
BOTH ENDS.
V'A
MAX. UNIT
9011 MTG. RAIL
DESIGN PRESSURE RATING
IMPACTRATING
74"x63"
NO
[SEE COMPARATIVE ANALYSIS
I CHARTS., SHEET 2
NONE
Lucas A, Tumor
2015-04-27
it-03-04:0b
620 PVC
ROFUZ. SLIDER
NOWIMPACT
No 58201
STA,Te Or
EM�K. 09/2W14
ew 11031 A
59r..— --�KE�F—f
1:25 1 OF all
Unit
43112
FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT 'Or m �Xa'WITH GLASS WPES A; IL C. OR U
�unit-1 UnIt Hofgbt
---Mdm 35112 1 39 112 1 43 UZ 1 471)2 1 51112 1 55 112 1 50112 63
I ..,� I m,w I 39im 1 �112 1 47iM 1 51112 1 651M 1 5912 1 W112 1 671/2 1 72 1
SS TYPE C
NOTE:
IF SIZEWTENDED IS NOTSHOWN. USE NEXT LARGER SIZE,
W OVERALL
lffi'ANNEAUED
TV OVERALL
—11W TWPERED
WWW.cws.cc
MV AIRSPA�E
— tv mRsPAcE
620 PVC
1W MNEALED
—Vr JEWERED
HORIZ. SUDER
SEKAFLEXM20R
SIKAFLIEX S52 OR
PURVMTbLAZE-W
NOWIMPACT
PURFECTGLAZE�
"
I
I
I �
I
I
I; —
rU
ffl� �JLASS
SW GLASS BITE
BITE
LASS TYPE
IV OVERALL
B
718" OVERALL
R
EL
ViV ANNEALED
s"01511414%
7116' AIRSPACE
7
731KWAFU�K
IV NASPACE
-
WA
TV ANN�ED
—VIS' TEMPERED
.....
"40-;'�' 6 IS W4, X—N
S52 OR
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'L
TGLAZS'W
;-�� " . �"S'
Mb 5=1 %PS.
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SITE
SRE
STATr� OF
GLASS TYPE D
Gws'lost I A,
SECTION VIEW A -A
SECTIONVIEW6C
ALTERNATE FIN FRAME
ITEM NOT SHOWN FOR CLARITY:
7-8, 10. t2. 15-70 & 2T
FN—TERIORI
SECTIONYIEW D-D,
MTq,RAIL REINFORCEMENT (201.1) REQUIRED
ONUNrrH5IGHMASOVE6r
620 PVC
HORIZ.SUDER
NON -IMPACT
No �ml
oFt
swriommEWs
1:2
PVG MAIN FRAME - H-6127
PVC-TOP)`BTM RAIL � H-6140
PVC INTERLOCK RAIL - H-6135 PVC DRAW RAIL - 6139 ALUM INTERLOCK- S-2029 PVC GLAZING BEAD -S-6141
vie.
flir V16.
ALUM REINF. $4943 ALUM REINF. - S-W44 ALUM REINF. - S-2005 ALUM REINF, - &2004
slr 1 �W,6. 11,16.
T:::
rr
"I' i
L
ALUM ROLLER TRACK - S-2030 ALUM EXT. F�EINF. - S-201,1 PVC COVER - P-54GO
NIcTeACL EXTRUSIONS AREALUmtmt)mjpm-TIJ; UNLESS OTHFAWI$E NOTED.
620 PVC
HORIZ. SLIDER
N014-IMPACT
No
MTIE OF
OWS-1031 A
SHEET
12 40176
ANCHORATMIDSPM
FOR UNIT HEIGHTS OVER 67 (TYP.)
6�, MAX tTYP.
6* MAX (TYP)
�;v (typ.) i—SEENOTE2
INSTAUJTION
ANCHOR(TYP.)
16
mv
IT
ANCHOR LAYOUT - (FLANGE)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION- SILL
Z SHIM AS REO AT EACH ll�
CQP9STRUC,TED OF, HIGH
3. ANCHOR Type, sIzE, SPACING, AND AMSEDMENT S�Kl- Be AS SPECIP(lb IN IfIESE DAAWINGS, SEE TABLE, 1. SHEE7[
ANCHOR LAYOUT - (FINI
h*TETHRUFlWEMGHQR39MTURNL
i/16-ISPRESENT. LOAD BEARNGSHIMSSHALL BE
4. ALL INSTALLATION ANCHORS MUST BE MADROF OR PROTECTED WrrHA 06RROSION RESISTANT MATERIALOR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
,BEPFIOTEOTrDTOPR5VEi4TRr;ACnOlq.
S. INSTALLATION ANCHORS SHALL Be IN ACCORDANCE WITH ANCHOR MMUIIACTURERS INSTALLATIONINSTRUCTIONS. ANDANCHORS SHA�LNOT BE USEOINSUBSTRATIES WITH STRENGTH$ LESS THAN THEMINIMUM
SPEC19ED IN TABLI0, SHEETS.
&ANCHOR EMBEDMENT TO SUBSTRATE SHALL BEBEYOND WALL DRESSING OR STUCCO. FOR OONCRETEJCMU OPENINGS, EMBEOMSNTSMALL.BE BEYOND WOOD SUCKS, IF USED, wosueSTRATE-ix BUCKS, ARE
OPTIONAL.
7,AMININkVMCEt�tR-Tb-CENTERSOACINO§HALL.6,rMAINtAINED[ItTVV�tNgLFA$tEt�EFIS:,rF(*MASONFri.l'rbRWOdLlAt4�MOAi�
IL WOOD OR MASCARYOPENINGS,bUCKS AND DUCK FABTS�EAS SHALL BE PROPERLYDESIGNEdBYTHer ARCHITECT OR ENGIKEM'OF RECORD AND INSTALLEDTO TRANSFFRWIND LOAWTO THE STRUCTURE
SUBSTHATES SHALL MEET THE MINIMUWSTRENGTli REQUIREMENTS AS SHOWN 94TABLE1. SHEETS. CONCRETE AND MASONRYSUBSTF14TES MAYNOT BE CRACKED.'
OF
Of: THE REFERENCE DOCUMENTS:
620 PVC
HORIZ; SLIDER
NON -IMPACT
1!20
No 58201 AV!
ir
ITATE, F
't
"stinis
4M712015
XTURNERP,E.,
A
TYPI�LHEAOANCHORAGE
SEALANTSEHINO I
FLANGE BY INSTALLER 17�71 L114' MAX SHIM
INSTALLATION
SEE TABLE I
SgALANT85HIND ll=L-il [- It4' MAX SHIM
FLANGE BY INSTALLER �Alill
SUBSTRATE By
BE E TAM E, I
@94 ALSE 11
L ,
PIOAA 'rL=HqnlGC
HORVONTAL SECTION
TABLE 1� APPROVED
INSTALLATION FABTENERS
FRAMETYPE
SUBSTRATETYPE
ANCHOR TYPE
MIN. EMBEDMENT
IMI% EWE DIST.
FLANGE ,
CONCRETE CLO KSI M".),
arIV. ITW TAPCON
1.
i-vir
TXW—S
FOLLOW OR PROUT-FILLED CMU(I 17 PCF Mk',L�
31,
V
Z"
FmM
mmm%7ammmwT—
wt��N
i "
11
FLANGE,
HOLLOW a GROUT -FILLED CMU (ASIM OSQ)
31J(r. ELMULTRACON
14/4'
51112.
1 ,
FIANGE,
2XMm'SOUTHERNPWE,(G-015E)
'A"W"prffl!!"M�54�
on ELGO ULTWON
I-WEr
I I
718*
��E
2XMN.S0U7HERNPINE(D.0U) --TIG—WOODSCAEW
I-Tal
71T
FLANGE
16 GAUGE (0.06T) MIN. STEELWD
(s3xsI-vIEuDMm
Xjo�ia RLTi KWK-,FLExoR riW
TEKS SELF-PRILING SCREW
FULLTHREAD
TRRU O.CES.
7/16'
=T'S' UM. (6063-715 MINJ OR
118- EEEL(33,f(SIMW-j
$10 GRACE 5 SELF -TAPPING I
i=;VaLw
FULL THREAD
THRQ 13,125'
7116*
IFIN - ' ' '
12XMIN; SOUTHERN PWG-0.65)
I -la,
1 1(2�
R
2
SUBSTRATE
BY OTHERS
SEEJABLE I
HOR2CNTALSECTtPN
HEAD AND BILL SIMILAR FOR FIN INSTALLATION
NOTE: ADDITIONAL THRU-FRAME ANCHORS
(AS SHOWN IN DET. A/6) REOD AT MTG RAIL
SEE SHEET 5 ANCHOR LAYOUT.
620 PVC
HORIZ. SLIDER
NON -IMPACT
No smi
VTATZ OF
P.E,
DO)t INSTALLATION
.1 INSTALLATION DETAILIS
FLANGE REIMOVAL:NOTE: I-AATIALLY.OR FULLY RFMOVINOTHE FLANGE,
UPTO AND INCLUDINGA BOX -FRAME APPLICATION ISACCEPTABLEPROVIDED.
-,MIN. IM FILLET -Of CONSTRUCT(ON-GRADIF �DHESIVE CAULK IS APPLIED
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
- PRODUCTANCHORAGE ISIN ACCORDANCE WrTHAEQUIREMENTS AS
SHO;IVN FOR FLANGE WINDOWS.
1:2
A
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
1E.111 lgla"QIS-0
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATIONISITE
ADDRESS: - 4SQDDh) A Yo--�
- - - - - - - - - - - -
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESSNAME:
QUALIFIERS NAME:
ADDRESS:
CITY: E-/-- -
PHONE (DAYTIME): 7 -7-
ST. LUCIE CO CERT. 4:
N-EC
0
STATE: ro—,� -
OWNER/BUILDER INFORMATION:
NAME:
CITY: b0es-t Hchn �(yc-Ck) STATE:
PHONE
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS: ffj,)�; ;A�tlLe,!
CITY: r-1- � �, STATK
ZIP:
FAX:
REVIEWED FOR
ZIP:
SLCCC: 9123109 mLVISION
Revised 06130117 FILE copy
John M. Foster - Architect
Member - American Institute of Architects - LEED AP
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services
Building & Code Regulation Division
23.00 Virginia Avenue
Ft. Pierce, Florida 34982
Sedona Multi -family project - Building 11
3156 — 3166 Morning Dew Lane
Permit# 1812-0150
Revision to Product Approval Affidavit - Windows
January 14, 2019
Horizontal rolling windows - Custom Window Systems, Inc.; FL# 17355.1 - #HS-620
vinyl frame, non -impact rated, insulated windows may be substituted for the PGT
window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC
= 0.19, infiltration < 0.3, Design Pressure = + 50 (-)75 psf.
I have reviewed the above listed components & cladding & have approved their use in
this structure. These products provide adequate resistance to wind loads & forces
specified by current code provisions.
If there are any questions regarding thIS revision, please contact me as listed above.
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
LOCATION/SITE
PERMIT#
RECEIPT 4 D-7
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION -
STATE of FL REG./CERT. 4: L-L
BUSINESSNAMF: 6, 1.7
QUALIFIERS N4NIE:
CITY: Pt - bl"K
PHONE (DAYTME): -Z -7y 2a2a�--
OWNER/BUILDFR INFORMATION:
NAME:
CITY: -W
PHONE (0
' I -); ST. LUCIE CO CERT.
-. *'� 1, o
ARCHITECT/ENGINEER INFORMATION:
NAME:
CITY:
(DAYTIME): 774-.5*;7e)-
FAX:
ZIP:
John M. Foster - Architect
Member - American Institute of Architects - LEED AP
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Sedona Multi -family project - Building 11
3156 — 3166 Morning Dew Lane
Permit # 1812-0150
Clarification of Roof Insulation
January 14, 2019
Roof Insulation clarification: Per the submitted Florida Energy Code and "Manual X A/C
Load calculations, roof insulation shall be R-30 blown -in fiberglass.
If there are any questions regarding this revision, please contact me as listed above.
Jokn M. roster - AIA
Wt-oos
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTy
BOCCA;)
Q�111
rr��d
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
LOCATION/SITE
AnnRF.qq-
:!!�Tz--7-
PERMIT#
RECEIPT #
S:/-
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
f 1STATE of FL REG./CERT.
BUSINESSNAME:
QUALIFIERS NAME:
ADDRESS -
CITY: STATE:
P14OMP InAVTTUP)- -7-7 y /
OWNERIBUILDER INFORMATION:
NAME:
ADDRESS:
CITY: IA�eS-t PHly-) 11 STATE:
PHONE
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS://.-),��; 'zll"I�'-
CITY: a: P/ "� V-e-� STNTE.
PHONE(DAYTIME): 77,,4-
SLCCC: 9123109
Revised06130117
ST. LUCIE CO CERT.
ZIP:
FAX:
FAX: —,'
ZIP:
Rsc'�lv'�o
NY 2
Perrnl,,,, 2 �Ojg
St 4 "gD
John M. Foster - Architect
Member - American Institute of Architects - LEED AP
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Sedona Multi -family project - Building 11
3156 — 3166 Morning Dew Lane
Permit# 1812-0150
Revision to gypsum drywall installation:
January 14, 2019
Per ASTM C-840, drywall shall be secured using #8 x 1 1/2" drywall screws. Spacing
shall be 12" o/c for both ceilings and wallboard.
If there are any questions regarding thIS revision, please contact me as listed above.
Jokn M. Fb,5ter - AIA
E410.1
� ;!� E Op j�j
Si ...z
. . Itali; � .
r0008611
0 V
ARC�\��
(ra - 0) 5'Y'
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC P"�-
7,; Rm
M
OFFICE USE ONLY:
E Fij.�
.,�,DAT ED:
REVISION FEE:
LOCATION/SITF
ADnR]F,Sq:
PERMIT# 1JJgR-6lSQ
RECEIPT # 15/2 6:2
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAIELED DESCRI[PTION OF PROJECT
CONTRACTOR INFORMATION -
STATE of FL REG./CERT. #: )'—)A 1. C
BUSINESSNAME: kk'c� -i
QUALIFIERS NAME: —Yckq-n��, (K)ee
ADDRESS-, C2?700-5 (-�
CITY: F1-- - )--er STATE:
y' 't -7
PHONE (DAYTIME): IM 2 -
OWNER/BUILDER. INFORMATION;
NAME:t�. t-�
ADDRESS: 9:)',gq -:5
CITY:-L)e-s-1 PoIrn hec�el'h STATE:
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME: - J(,)rNO
ADDRESS:
CITY:)!iL--
PHONE (DAYTIME):
SLCCC. 9123109
Revised 06130117
STATE:
ST. LUCIE CO CERT. #:
�'A � �. I-P c�
FAX:
Recerveo
#4y 2 2 zols
Peeln"'b7g j)
St. tu'le eparb77L',t
cbunt�'
4
John M. Foster - Architect
Member - American Institute of Architects
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Sedona Multi -family project - Building 11
3156 — 3166 Morning Dew Lane
Permit# 1812-0150
Revision to Bathroom gypsum drywall :
LEED AP
January 14, 2019
Bath Wall Detail "A" - Sheet "FH-1 ", Bath Drywall note in Finish Schedule - Sheet "A-2"
Gold Bond "XP" 1/2" gypsum drywall shall be revised to be USG "Mold Tough" 1/2"
moisture & mold resistant wall and ceiling panels tested in accordance w/ ASTM
D-3273.
If there are any questions regarding thIS revision, please contact me as listed above.
REQIf"10
IEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ew_�
BOC%.F_
V 1. 11
4V
FICE USffiOlqiLy:
-E FILI
'ISTOIN
LOCATION/SITE
PERMIT# /d/j-nj�Sn
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE FL 34982-5652
(772) �62-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REV,ISIONS:
CONTRACTOR INFORMATION:
STATE of Fl, REG./CERT. #: CNIZc�a I e) 3 ST. LUCIE CO CERT. #:
BUSINESS NAME: ��T�or� I ,�10 - a&e-Z�
QUALIFIERS NANIE: -7Tar7,-,p -
ADDRESS:
CITY: e2rr -le STATE: zip:
PHONE (DAYTIAIE): -7-7,9�- S-- //, �;n FAX:
OWNER/BUILDER INFORMATION:
NAME:
CITY:
PHON�
ARCHITECTIENGINEER INFORMATION:
NAME:
CITY: 15&7 - , pj
PHONE (DAYTINM):
E&MMM, �1* III&A
FAX:
M-p7j
SCANNED
BY
St. Lucie County
R
John M. Foster - Architect
Member - American Institute of Architects - LEED AP August 12, 2019
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Sedona Multi -family project
3156 — 3166 Morning Dew Lane
Permit# 1812-0150
Revision to Sheet TH-1"
Dimensions shown on Sheet FH-1 for location and clearances of lavatory and
water closet have been revised.
gE OPI.,
M. 0
5 490"
0 �Mkl I
PART TWO: CHAPTER 7
FAIR HOUSING ACT DESIGN MANUAL
one 30" X 48" clear floor CLEAR FLOOR SPACE AT
clear floor space spaces adjoining RANGES9 COOKTOPS, AND SINKS
at each fixture accessible route
( not
and appliance 'A into kitchen Unless knee space is provided, space to execute a
(not
required at sink if parallel approach must be provided at ranges,
base cabinets are
removable) cooktops, and sinks. The clear floor space in this
- ------- parallel orientation allows the wheelchair user to
All make a close side approach permitting safer and
easier reach to controls and cooking surfaces. A
forward approach, on the other hand, is difficult
and unsafe, especially when controls are located at
the back, because it requires seated users to lean
�00 forward over their feet and knees to reach not only
0 hot pots and pans but the controls as well. See
pages 7.11 through 7.16 for required clear floor
space at cooktop or sink when knee space is
provided.
Overlapping Clear Floor Spaces and Accessible
Route Provide Maneuvering Space
user pulls
parallel to
7.4
Space for Parallel Approach Required
at Range and Cooktop
clear floor space for a
parallel approach must
be centered on fixture
centerline of
clear floor space
centerline of range