HomeMy WebLinkAboutSUBMITTED PAPERS_2r
MIAMI- ADE
•
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
1070 Technology Drive,
Nokomis, Fl. 34275
SCANNED
BY
St. Lucie County
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 Miami -Dade' County PERA -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. The Miami -Dade County Product Control
Section (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 immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 Velocity Hurricane Zone.
DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Doors w / wo Reinforcements
APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMr', sheets 1
through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11111, signed and sealed by
Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design
pressures, reinforcements, glass types, sill riser and anchors requirements.
2. Egress operable doors must comply with min clear width per FBC, as applicable.
3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series
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.
TERMINATION 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 section of this 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 # 09-0926.10 and consists of this page 1 and evidence pages E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P.E.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33I75-2474
T (786) 315-2590 F (786) 315-2599
ww3v.miam1dade.8oWiDera/
MlAMMADE COUNTY
NOA No 11-1018.14
Expiration Date: February 17, 2015
Approval Date: December 01, 2011
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (transferred from file # 09-0826.10).
2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23,
prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by
Lynn Miller, P.E.
B. TESTS (transferred from file # 09-0926.10)
Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
~, 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
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 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993,
FTL-6036, FTL-60019 FTL-60149 FTL-60151 FTL-60171 FTL-60239 FTL-60249 FTL-
60259 FTL-60289 FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed
" by Julio Gonzales, P.E.
Note: The'test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and
reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E.
C. CALCULATIONS
1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010,
prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's
work per FAR 6IG15-27-001, signed & sealed by Lynn Miller, P.E.
3. Anchor verification and comparative analysis dated 08-19-09,12/03/09, 01/06/10 and
last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E.
(transferred from file # 09-0826.10)
4. Glazing complies with ASTME-1300-02 &-04
D. QUALITY ASSURANCE
l . Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours & CO., Inc.
for "DuPont SentryGlas ® Plus", expiring on 01/14/2012.
2. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for
"DuPont Butacite ® PVB", expiring on 12/11/16.
F. STATEMENTS
1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and
"No financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E.
1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19-
09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.10)
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises # 09-0826.10, expiring February 17, 2015.
2. Test proposals No(s) 09-0177, 0177-A, B & C apgrovve, d by CC�
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 11-1018.14
Expiration Date: February 17, 2015
Approval Date: December 01, 2011
E-1
GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART NOA DRAWING MAP
1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR)
GLASS STRENGTHS- T=TEMPERED HS=HEAT STRENGTHED SEE TABLES 1, 2 & 3 ON SHEET
INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB GENERAL ............1
G3 - 7/16" LAMINATED: (2) LITES OF 3116" HS GLASS WITH AN .090 DBPVB INTERLAYER. SHEETS 7, 8 & 9 QUALIFIED CONFIONFiG..........24
G4 - 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SOP INTERLAYER. GLAZING DETAILS ............ 6 6
03A- 9/1611 LAMINATED: (2) LITES OF 114" H8 GLASS WITH AN .090 D13PVB INTERLAYER. ANCHORAGE .....................7-16
G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. DESIGN PRESSURES ....... 7.9
G5 -1�L/ MINAT_ 3/18" T EXT. CAP +31V AIR SPACE + 7/18" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. ELEVATIONS ..................... 15-16
G6 -1"LAMINATED I.G. 3/16" T EXT. CAP + 318" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SOP INTERLAYER. CONFIGURATIONS. .......... 17
GSA - V LAMINATED I.G. 1/4" T EXT. CAP + 5/16" AIR SPACE +7116" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. VERT. SECTIONS..............18
GBA -1" LAMINATED I.G. 1/4" T EXT. CAP + 6116" AIR SPACE + 711W LAMINATED: (2) LITES OF 311W HS GLASS WITH AN .090 SOP INTERLAYER. HORIZ. SECTIONS ............ 19.20
2. DESIGN PRESSURES PARTS LIST ....................... 21
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. EXTRUSIONS .................... 22-23
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
3, ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 16.
4. SHUTTERS ARE NOT REQUIRED.
5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
6.REFERENCES.
TEST REPORTS FTL-5980, FTL-5993, FTL•6001, FTL-6014, FTL•6016, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-8026, FTL-6028, FTL-6031, FTL-6033 AND FTL-6036, DATED 817/09.
ELCO TEXTRON NOA: 07-0426.01. 03-0225.05, ANSIIAF&PA NOS-2006 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL
7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE.
9. CONFIGURATIONSI SEE DP TABLES (SHEETS 7.9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2.4).
A. D.L.O. WIDTH = PANEL WIDTH - 7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.26" -
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS.13-16:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE
SCREWS OR 1/4" ELCO S34 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 114" ELCO S94 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD).
3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083 T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12
SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE
REQUIREMENTS SHOWN IN TABLES 1.3. SHTS. 7.9. FOR ANCHOR TYPE 4 ARE ACCEPTABLE.
5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS)
(MAX 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO
SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY
HAVING JURISDICTION.
Head and Bill
Jambs
Concrete
Un47routed CMU
Grouted CMU
Via.
Min. Emb.
Min. Ed
Mlit. Emb.
Min. Ed
Min. Emb
Min. Ed
Efoo Utramn
114,
1 31a
2 1/2
1 1/4
2 12
7 $14
2 if2
e/16'•
1 314
1 114
i 1d
1 gi7S
1 31'
2 1,
Oco CroteFlex 684
1/4'•
1 314
1 2 112
1 114
2 1M
Not RocommaMod
P41ook(Anchor Tension)
P41cok Mounting Adaptor (Anchor Shear)
Concrete
I Grouted CMU
Concrete
Orout*tl CMU
Type
DID.
Min, Emb.
Min, F.d
Min. Emb,
Min. Ed
Min, Emb.
Min. Ed
Min. Emb,
Mln. Ed
Elco Vltracon
JW
1 314
2 1l2
i 914
2 1/2
1 314
2 112
1 SM
1 114
Qco CrebFlax S84
114•'
1 314
2 112
Not Recommended
1 3/4
2 11Y
Not Rewmmended
FBC 2010
Concrete Strength Requlremenla
Masonry Strength Requlornenta
Type
Dig.
to'
Ungrounted CMU
I ASTM C-90
114"
2700 Pe{
A87M Ge0 xlth groutcomoeninp
Son Ultracon
Grouted CMU
to Section 2105.2.2.1.2 argil
6116"
3500 psi
RS09 otthe FBC.
EICo Cret@Aox S84
114"
3350 psi
DeBnitione
Emb. - Embedment
Ed - Edge Dlatenoe
Min. = Minimum
CONCRETE SCREWS STRENGTHS:
Fir MIN. =135 KSI
FD MIN. ■ 177 KSI
a 7ECNNOLOGYDRIVE �V
NOKOMIS, FL 34275 SERI!
F.O. BQx 1628 a�amoK
N01(OA71fx FL ya274 SGD770
WoodHate, II&Jambe) n.
Own
o
In. Emb
Mln. Ed
012 Wood Screw
1 318"
1"
Elco Crete -Flex 884
1 1318"
1"
UNLESS QTHER WISE NOTED
DOTES., 11MAP
I AL " L1M SGD - LMI _
NT'S 17
. 23 1 PGT1D002
rApDUCT R9V1WV
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h\Illllll//.
...
LUZ
"j.1O'., STATE OF :•'\,�:
A. LYNN MILLER. P.E.
P.E.0 66706
i
APPROVED CONFIGURATIONS:
SEE D.P. TABLE, SEE D.P. TABLE,
SHTS.7-9 SHTS.7-9
SEE D.P. TABLE,
SHTS.7-9 C
iL! rml-"
l� 17 ��u - - .r �:�a� uric !SEESEE
iE7-9
i. - o
;, -! ,�iL! ay - A- -fir• _ iL! iL! iL! SHTS.„m, iL! ie!
0
x0, Ox, xx,
SEE D.P. TABLE. Xxp _.
OXO, OXx, xXO,
OXxp, XXXp
SEE
:0 1 -0
DP / / / / III
SAS
7-9 I�
I s x
1� 1
OXXO, xXXOxxxxp, OXXX, xxxX, dn
CORNER, TYP. POCKET, TYP.
POCKET DOORS:
ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING
DETAIL "W OR "T" INSTALLATION. EXAMPLE:
XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET
CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL.
X SIGNIFIES OPERABLE PANEL O SIGNIFIES INOPERABLE PANEL.
c NOCHANOETH1ssHEET (QUALIFIED CONFIGURATIONS
fUlu TECHNDLOOYDRIVE
8MCicaMm
sn0 s PER MMM1 MDE COMUMM s KWA a 3W6 "I
P.o. equc+fzu SERIES 770 ALUM. SGD - LMI
sMCBro9 A PERM"DADECOMMENTS ND Iy y��+ ..+.•�•� — °� nN` "'"
w m., ITS 2 - M PGT0002 C
S
�ucr.l�Y,rsa
..�+irM•s,�. n. n.le.
Iwo ILA
1111111
�.;• No. 68705 '
s� Ef /F
! /0N'LAL 11rca•��•
A LYNN MI ILL�R,P.E
REAMS
CFF n P TART F
Nr-----,
r
I
r
ell
1
OXXXO, XX(XO, OX)UUC, XX)UUC, Nr
XXX)U<p
SEE 900 CORNER EXAMPLE AND POCKET
DOOR NOTE ON SHEET 2
S
TA
7
S
TA
SF
i
N
SHTS. 7-9
s
EE
BLE
ITS.
_
I-9
CGF n P TARI F
HTS.
SHTS. 7-9
.P
EE
_9
omaucr u=rw.m.
r p wm Q---s- `
I�IflOrb'
OXX)UCO, XXXXXO, OXX)UUC, XX)UUUC. �,�0oNv LYNN
XXXXXXpVCENSF'
* ' N0.58705
APPROVED CONFIGURATIONS - * -
�-o `: r• fill
J.J. 10/1f/11 C NOCHANGE THIS SHEET ° ` � STATEF
tmoM-UHNotoornwve QUALIFIED CONFIGURATIONS •. RYpR�DP,. G\?;
SMCjll!f:W:9
5/!0 B PER MIAMI DADE COMMENTS AkwomrsR.s4m(:!!G '""
S A PER M1AMl DADECOMMENi9 P.a a tsza SERIES 770 ALUM. SGD - LMI ' �
rr
owi ax oaAe AfOrfObfrBV F1.91271 3tsD �]3 , '3 a 23 ;; PG7b002 IftC A LYNI1 611 � P.E.
3MQ 08/06/OB PEA
APPROVED CONFIGURATIONS:
S
E
TA
$F
cGi= n P TARI F_
SHTS. 7-8
IP
BLE
ITS. \J4AW
oxxx xo, xxxxxo, oxxxxxX, xxxxx x,
xxxxxxXp
SEE 900 CORNER EXAMPLE AND POCKET
DOOR NOTE ON SHEET 2
GFF I1P_ TABLE_
S
TP
SF
SHTS. 7-9
WNW
IS
I IT
NW Ila
VTN
I
OXXxxxxo, xxxxxxXO, oxxxx xx, M/WCXXX,
xxxxxxXXp
NO CHANGETH18sHEET QUALIFIED CONFIGURATIONS
f070TECHNOLOOYCRNE PEA MUMI MDEGOMMENJB NOKOMI3 FL 34276 _SERIES 77aALUM. SGD - LMI
PER MWNIDAOECOMMENi3 P.0. BOX 1
bn NOXOMIB. FL628 3074 ° SGDM NTS 1 4 d 23 �a PGT0002 C
MOW& WVPW
r..,ybictw6►ifelMdM
* No.58705
STATEOF
A. LYNNiNIL�Efi P.E.
REA 88M
EXTERIOR @3116" HS GLASS
-.090 DBPVBV743116"
HS GLASS7/16"
NOM.
82
M,
S
80
54
7/16" LAMINATED GLASS TYPES G3
EXTERIOR 203 /4" HS GLASS
.090 DBPVB
74
1/4" HS GLASS
9/16" NOM.
82
NOM.
GLASS
k3/4"
81
BITE
54
9/16" LAMINATED GLASS TYPES G3A
EXTERIOR 204 3/16" HS GLASS
.oso soP
3/16" HS GLASS
7/16" NOM.
82
M,
S
d
80
7/16" LAMINATED GLASS TYPES G4
EXTERIOR 205 114" HS GLASS
.090 SGPVGLASS
1/4" HS GLASS
9/16" NOM.
82
M.
81
54
9/16" LAMINATED GLASS TYPES G4A
v 7ECHNOLOGYDR ve GLAZING DETAILS
NOMMM FL e 71ft
SERIES 770 ALUMINUM SGD - LMI
vaegxrazs �- °0i1i
Somfo NTS 5 d 29 If PGT0002
Wffsw EMr1b
W�
VNN A O�f, * No. 58705
�-p a /o Itfl, W
� ;'A s-r \2;'
�i0x .. FLOP\OP•'�C�.
a L i'P.E.
P.0 WM
.y r
• c' L r •
EXTERIOR 210 3/16" HS GLASS 212 3/16" HS GLASS
.090 DBPVB EXTERIOR 090 SGP
3116" HS GLASS 3116" HS GLASS
318" AIR SPACE 74 3/8" AIR SPACE 74
3/18" T GLASS 3/16" T GLASS
1" MOM. 1" NOM.
83 83
3/4" NOM. 314" NOM.
GLASS GLAS8
79
BITE 79 BITE
TRUSEAL DURASEAL SPACER TRUSEALDURASEALSPACER 55
1" LAMINATED I.G. TYPES G5 55 1" LAMINATED I.G. TYPES G6
wwoucr !!VTllw�
...�,�htwM�arll+MM
�N. i11 D Ia.14
211 3/16° HS GLASS 213 3/16" HS GLASS
EXTERIOR 090 SGP i1i11�7
.090 DBPVB EXTERIOR
3/16" HS GLASS 3/16" HS GLASS
8/16" AIR SPACE r314"�NOM.
6/16" AIR SPACE 74
1/4° T GLASS 1!4" T GLASS
1" NOM. 1" NOM.
83 83
3/4" NOM. GLASS79 79 BrrE
0nu11
Of LYNN yf/1/�
TRUSEAL DURASEAL $PACER TRUSEAL DURASEAL SPACER i���
1" LAMINATED I.G. TYPES G5A 55 1" LAMINATED I.G. TYPES G6A 55 acE"sF ''R*•�
�No, 58705
, F,
64-1
10/11/11 c NocHANaETHISSHEET j�2T_GLAZING DETAILS `
f07�XTECHN0 f1 JQ27Q� �S ••••••••••
SERIES 770 ALUMINUM SGD - LMI ., S�c
1/1B/99 A PER MIAMI DADE COMMENTS RO. BOX 1129 axrrwae ue a,.evw mr. A. LYNN gal W P.E.
° oax NOXOMt� rxsozTY soosr9 NTS 6 e 23 PG7D002 C P.E.t16B708
S/9M RM
DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED -STANDARD STILE - STANDARD ASTRAGAL TABLE 1.
> HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNEtASTRAGAL CUSTER PLUS INTOWEDIATEANCHOR QTY. PER PAN]EL H & S,
>JAMBANCHORQTY. >RHOOKANCHORQTY.
An s:
G3.7116° LANIINATEO GLASS - (3/16" KS, / PVB / 3/16' H.S.) 1) '1/4•' E.CO ULTRACON (FORNFALY
GSA - 911 V LAMNATED GLASS - (1/4" H.S. I PVB 1114" H.S.) 2
GS-7N6"LAMINATEDLG.U.-(3116"TW./AIR/3/18"HS.IPVB/3/16"H.S.) 3) •5/16-ULTRACON
G5A-7/18"LAMNATEDLG.U.-(1/4'•TIE P.IAIR/3116"H.S,IPVB/3/16"H.S.) 4) *#12 STEEL SCREW (GS)
• SEE ANCHORAGE NOTES I & 2 ON SHEET I.
UNIT HEIGHT
80 8 90 88
NOM. PANEL
WIDTH
FRAME
SIDE
Z
O
N
z
V
W
N
C)
z
V
,�
q.
Z
O
N
r
V
�i
•Q
U
lV
y
or
GLASS TYPE - 3, 3A
5, 5A
+80 -60.0
+60 -60.0
+80 -60.0
+60 -60.0
24
yt
a
H&S
C4+1
C4+•1
C4+2
C4+1
04+1
C4+2
C4+1
C4+1
C4+2
C4+1
C4+1
C4+2
JAMB
1D
10
10
10
10
10
10
10
10
10
10
10
P-HOOK
6
5
6
b
8
b
6
5
5
6
5
6
GLASS TYPE - 3,
3A, 6, 5A
+60 -60.0
+80 -80.0
+60 -60.0
+60 -60.0
30B
H&S
04+1
C4+1
C4+2
C4+1
C4+1
I C4+2
C4+1
I C4+1
C4+2
C4+1
I C4+1-
C4+2
JAMB
10
10
10
10
10
1 10
10
10
10
10
10
10
P-HOOK
6
b
•6
b,
6
6
6
6
5
5
6
5
GLASS TYPE
- 3,
3A 6, bA
+60 -60.0
+80 -60.0
+60 -80.0
+80 -80.0
98
H&S
C4+1
C4+1
C4+2
C4+1
C4+1
04+2
C4+1
04+1
1 C4+2
C4+1
I C4+1
I C4+2
JAMB
10
10
10
10
10
10
10
10
10
10
10
10
P HOOK
b
6
5
6
fi
6
fi
6
6
5
5
8
GLASS TYPE
- 3,
3A 6, bA
1 +60 -60,0
+80 -60.0
+80 -60.0
+60 -60.0
42
H&S
C4+1
C4+1
C4+2
C4+1
C4+1
C4+2
C4+1
C4+1
C4+2
C4+1
C4+1
C4+2
JAMB
10
10
10
10
10
10
10
10
10
10
10
10
P-HOOK
6
5
6
b
6
b
6
8
1 8
6
8
8
GLASS TYPE - 3,
+80 -80.0
+60 -60.0
+110 -80.0
+80 -80.0
48t10
04+1
C4+1
C4+2
C4+1
C4+1
C4+2
C4+1
C4+1
C4+2
C4+1
04+1
C4+2
MHOOK
10
10
10
10
10
10
10
10
10
10
5
6
b
8
8
8
8
I 8
1 6
7
1 7
1 7
1
1, POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SILL. O = EXAMPLE ON SHEET 10
2. WHEN USING THE 21/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN
USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX.
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A.
3.4°, 31/4" AND 21/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY
BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE
DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE
FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM);
THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT
INFORMATION. UIREMENTS
DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.26"
TABLE
1A.
SILL HT. VS
POS. DP
SILL RISE
BILL
HEIGHT
(+) DESIGN
LOAD
FLUSH 1-112'
WA
LOW 2.112°
+46.67 PSF
3-1/4"
+60.0PSF
HIGH 4"
+60.0PSF
SEE NOTES 1.3
5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQ
'nl No CHANGE THIS SHEET
fulaw
P,Q BQX l
NOKOMIB. FL 9i27-
90° OUTSIDE CORNER
r+Ioq�Llch wlr p"a i
r ibi�i rleilrl•
1-10 •IV
90° INSIDE CORNER
If OH LENGTH
I OH LENGTH
OH OH HEIGHT
1 T 1111
HEIGHT EQUAL TO
8 LOR GREATER
`.�� tp� • C�NSF' �FR ',�
: �� • ' �`
* ; 140.58T05
SEE NOTE 3
_= CL * . w_
11 11
STptEOf
'HORAGE
1 ALUMINUM SGD - LMI
A LYN<1MILIER� P.E.
u.w,pxo.
NTS
7 a 23
PGT0002
C
P E 8 68705
`
� f
DESIGN PRESSURE AND ANCHORAGE -UN-REINFORCED-HEAW DUTYSTILE-STANDARD ASTRAW TABLE2.
> HFADB SILL (H3S) BdIB'4.00K S STPADHr 80ORNMAUMAGAL CUMERFLUS NrOWFDIATEANCHORCIN. PER PANEL H 6 8.
>JANBAWHORCIIY. >F#iWKAWWROTY.
Anchor Types:
GI.7/18'LAMRI4TED GLASS -(SHS"HS.I SGP/3/16-KS.) 1) •W4' EL00 IJLTRACON(FORNERLY TAPCON
04A • 8/18" LAMNATEDGLASS - (W4" KS, ISGPI 114' KS.) _ 2) 'IW S84 CREIBFLE(
00.7110,LAMWTEDI.G.U..(3H9'Wffi,IAIR/3H6- KS. ISGPIW16-KS.) 3) wwLA711ACON
GSA.711W LAMPLATLIILGIL - (114" TBVP.lARI S116- KS. ISOP I311W KS-) 4) '#12 STEFL SCFt8N(G5)
-SMANCHORAGEND7E81 &2 ONSHEET i.
UNRHEIGHT '
g 9g 88 102 108 11 2Q$
WIDTH EL
N
FRAME
SIDE
�Q5
N.
•
8
p
N
O
N
N
�QQ$
O
N
f9
Qj
V
N
W
N
l+f
N
GLASS TYPE-4,4A,0,6A
60A
•60.0
80.0
.60.0
60.0
-80.0
60.0
-60.0
00.0
-60.0
60.0
-00.0
1
00.0
-60.0
60.0
-60.0
+1
C4+1
C6+2
C4+1
C4+1
C8+2
C4+1
04+1
C6+2
C4+1
C4+1
CG+2
04+1
C4+1
C6+2
C4+1
C4+1
C6+2
+2
C4+1
C4+1
C6+224
ME&
10
10
10
10
10
10
1D
10
10
10
10
10
12
12
12
12
12
12
2
12
12
12
S
9
6
6
6
6
6
6
0
5
6
6
0
6
8
6
8
0
6
8
8
6
GLASS TYPE
-4,4A8,6A
60.0
-60.0
60.0
-60.0
Sob
-60.0
60.0
-60.0
60.0
•60.0
60.0
-BOA
W
SEE
-60.0
H8S
C4+1
C4+1
CB+2
C4+1
C4+1
CB+2
C4+1
C4+1
C6+2
C4+1
C4+1
CS+2
C4+1
C4+1
C6+2
G+1
C4+1
CS+2
S+2
C4+1
C4+7
C8+290
JAMB
10
10
10
10
10
10
10
10
10
10
1D
10
12
12
12
12
12
12
12
12
12
12P
HOOK
6
6
6
6
6
66
6
8
8
8
888
8
8GLASS
TYPE-4,4A6,0A
60.0
-60.0
80.0
$OA
60.0
-BOA
60.0
-60,0
00.0
•60.0
80.0
-60.0
6010
-BOA
H88
C4+1
C4+7
C6+2
C4+1
C4+1
CB+2
C4+1
04+1
CBa2
C4+1
C4+1
CB+2
C4+1
C4+1
08+2
C4+1
C4+1.
CB+2
C4+1
C4+1
C8+2
C4+1
C4+1
C0+2
36
JAMB
10
10
10
10
• 10
10
10
10
10
10
10
10
12
12
12
12
12
12
12
12
12
12
12
12
P-HOOK
6
6
6
6
0
6
6
6
6
6
6
8
8
8
6
6
8
8
7
7
7
7
7
7
GLASS TYPE
-4,4A,6,BA
80.0•80.0
60.0 -60.0
60.0 60.0
60.0 -60.0
60.0 .60.0
S0.0 -60.0
60.0 -80.0
60.0 .69.0
H&S
O4+1
C4+1
C8+2
C4+1
C4+1
C6+2
C4+1
C4+1
C8+2
C4+1
C4+1
08+2
C4+1
C4+1
C6+2
C4+1
C4+1
C6+2
C4+1
C4+1�12
+2
C4+1
C4H
C6+2
42
JAMB
10
10
10
10
10
10
10
10
10
10
10
10
12
12
12
12
12
12
12
12
12
12
P-HOOK
6
6
6
8
6
6
8
8
6
8
6
8
8
8
7
7
7
7
7
7
SI
8
I8
GLASSTYPE-4.4A8,5A
1 60.0
-00.0
1
80.0
.60.0
60.0
•60.0
60.0
•60.0
60.0
$0.0
80.0
80.0
80.0
•00.0
60.0
-60.0
H&S
C4+1
C4+1
C6+2
C4+1
C4+1
C6+2
C4+1
C4+1
C6+2
C4+1
C4+1
C6+2
C4+1
C+1
4+1
C0+2
C4
C4+1
C6+2
C4+1
C4+1
CB+2
C4+1
C4+1
C8+2
46
JPNH
10
10
10
10
10
10
10
10
10
1D
10
10
-12
12
12
12
12
12
12
12
12
12
12
12
P•HOOK
5
5
6
6
8
8
0
6
6
7
1 7
1 7
7
1 7
1 7
1B
8
8
1 8
1 0
1 8
1 9
1 9
9
GLASSr&E-4,4P,B,8A
60.0 •00.0
SOA -60.0
60.0
60.0 -80.0
PANELS OVER 48" WIDE
NOT AVAILABLE OVER 98" HIGH
64
ii$
H88
C4+2
C4+2
C6+2
C4+2
C4+2
C6+2
C4+2
.C4+2
C6+2
C4+2
C4+2 C5+2
JNaB
10
10
10
10
10
10
10
10
10
1D
10 10
a
6
e
6
6
0
6
6
7
7
7 7
GLASS.4,4A6,
A
Goa -00.0e0A
•60.0
50.0 -Bo.O
.60.0
80
H8S
C4+2
C4+2
C5+2
C4+2
04+2
C6+2
C4+2
C4+2
C6+
C4+2
C4+2
C6+2
JAMB
10
10
10
10
10
10
10
10
1D
10
10
P•H00K
S
1 0
0
8
1 6
1 0
7
7
7
7
7
8
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4' SILL.
2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL
POSITIVE DP IS 60.0 MAX.
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A.
3.21/2", 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE
1 1/2" SILL IS NOT AND MUST ONLY
BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN
PRESSURES SHOWN IN TABLE 2 MAY BE USED
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA
BUILDING CODE (SEE ADJACENT DIAGRAM);
THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT
INFORMATION.
S. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
J. _ lO/1lH! 'Cl NO CHANGE THIS SHEET
NOKOMIS, FL S127S
NOX0L
P.C! BQ)C l62B
08, FL 34274
U = EXAMPLE ON SHEET 10
TABLE 2A
SILL HT. VS
POS. DP
SILL RISE
HEGHT
(+) DESIGN
LOAD
FLUSH-1.1/2
NA
LOW - 2-1/2'
+40AT FSF
MD . 3-1141
+60A PSF
HIGH - N
+60.0 PSF
SEE NOTE51-3
SGD?70
STANDARD ASTRAGAL
HEAVY DUTY STILES
SEE SHEET 7 OR 9 FOR 90•
INSIDE & OUTSIDE CORNER DEPICTION
DLO WIDTH a NOM. PANEL WIDTH - 7"
DLO HEIGHT = NOM. PANEL HEIGHT - 8.26"
OH LENGTH
OVERHANG
OH LENGTH
OH OH HEIGHT
HEIGHT EQUAL TO 1
SI OR GREATER
O
SEE NOTE 3
NTS 1 8 a 23 1 PGT0002
iMpY
'sm"Numm
I ILI -101 'Iy
MLja M. If
1A ��
11nIn11
AvcENSF ' . Q
�c r No. 58705
�'0A !or1lu�
P�Z�
'� �Xt FLOW?.
A. LYNNI(u�ILLER P.E.
REA 60705
DESIGN PRESSUREANDANCHORAGE -UN-REINFORCED -HEAWDUTYSTILE-HEAVYDUTYASTRAGAL TABLE3.
> HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNERASTRAGAL CLUSTER PLUS IN ERMENATEANCHOR OW, PER PANEL H & S.
>JAMBANCHORQW. >PRHOOKAWHORQTY.
Anohor Types:
G4 - 7/16" LAMINATED GLASS - (3/18" H.S. / SGP/ 3116" H.S.) 1) -1/4" ELCO ULTRACON (FORMERLY TAPOON)
G4A - 9H6" LAMINATED GLASS - (1/4" H.S. / SGP! 1/4" H.S.) 2) -1/4" M CRMFLBC
GB - 7/16" LAMINATED W.U. - (3118" TBW. / AIR / 3116' H.S. / SGP/ 3/16" H.S.) 3) -6116" ULTRACON
GSA - 7/16" LAMINATED LG.0 - (1/4" TEW. / AIR! 3/16" HS.1 SGP/ 3H8" H.S.) 4) -#12 STEEL SCREW (G5)
- SEEANCHORAGE NOTES 1 & 2 ON SHEET 1.
UNIT HEIGHT
SO 84 90 96
NOM. PANEL
WIDTH
FRAME
SIDE
N
r
U
M
v
N
v
N
r
V
M
v
N
N
`-
U
�'•
U
N
GLASS TYPE • 4, 4A,
6, 6A
90.0 -90.0
90,0 -90.0
90.0 •90.0
90.0 -90.0
H&S
CS+2
C6+2
CS+2
CS+2
CS+2
C8+2
C6+2
CS+2
CS+2
C6+2
C6+2
C6+2
JAMB
10
10
10
10 1
10 1
10
10
10
10
10
10
10
24
d
P-HOOK
6
5
6
6
6
5
6
5
8
8
6
8
GLASS TYPE
- 4,
4A, 6, SA
00.0 -90.0
90.0 -90.0
90.0 .90.0
90.0 •90.0
L
H&S
C6+2
C6+2
C6+2
CS+2
C8+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C8+2
JAMB
10
10
10
10
10
10
10
10
10
10
10
10
30
P-HOOK
6
8
6
6
S
1 6
6
f S
1 7
7
7
7
GLASS TYPE
- 4,
4A 8, 6A
90.0 . -90.0
90.0 -90.0
90.0 -90.0
90.0 -90.0
H&S
CS+2
C6+2
CS+2
CS+2
I C8+2
I C6+2
C6+2
I C6+2
I CS+2
C6+2
CS+2
06+2
38
JAMB
10
10
10
10
1 10
1 10
10
10
10
10
10
1 10
P-HOOK
8
8
7
7
1 7
1 7
7
1 7
1 8
8
8
8
GLASS TYPE
- 4,
4A, 6, SA
90.0 -90.0
90.0 -90.0
90.0 -00.0
90.0 -90.0
H&S
C6+2
CS+2
C6+2
C6+2
C6+2
CB+2
CS+2
C8+2
CS+2
C6+2
C6+2
C8+2
JAMB
10
10
10
10
10
10
10
10
10
10
1 10
1 10
42
P-HOOK
1 7
7
7
7
1
8
8
B
e
9
1 9
1 9
GLASS TYPE
- 4,
4A, 6, 6A
1 90.0 .90.0
90.0 -90.0
90.0 -90.0
90.0 -90.0
H&S
C8+2
CS+2
C8+2
CS+2
C6+2
CS+2
C8+2
C6+2
C6+2
CS+2
C6+2
C8+2
48
JAMB
10
10
10
101
10
1 10
10
1 10.1
10
10
1
10
1 10
P-HOOK
1 6
1 8
1 8
1 8
1 8
1 8
1 9
1 9
1 9
10
10
1 10
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL.
2. WHEN USING THE 21127 SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 31/4"
SILL, POSITIVE PRESSURES IS 60.0 PSF MAX.
(NEGATIVE PRESSURES UNCHANGED), SEE TABLE 3A.
3.21/2", 31/4 AND 4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY
BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN
PRESSURES SHOWN IN TABLE 3 MAY BE USED
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE
FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM);
THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT
INFORMATION.
6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
90' OUTSIDE CORNER
TABLE
3A
SILL HT. VSi
POS. DP
SILL RISE
HEIGHT
(+) DESIGN
LOAD
FLUSH-1-1/2"
NIA
LOW - 2-1/2"
+ 46.67 PSF
MED - 3-114'
+ 60.0 PSF
HIGH -4"
+ 90.0 PSF
SEEN07ES 1-3
NONOMIS FL 342M
P.O. BOX 1
812
NOKOMA FL -
DP AND
SOD770
90' INSIDE CORNER
OH LENGTH
I OH LENGTH
OH OH HEIGHT
HEIGHT EQUAL TO 1
101 OR GREATER
SEE NOTE 3
IINUM SGD - LMI
8 m 23 I'PGT0002
40M. PANEL WIDTH - 7"
NOM, PANEL HEIGHT - 8.26'
W10nUC1' RBVI9&P
• R Iie F1sviA�
w.11�T11�'lS
• VWN�a
immm
\`��•�� LrNN M1//�
LUZ
'"`SS/ONAL
A. LYNN MILLER, P.E.
P.E.#60705
IERLY TAPCON) 2)1/4" ELCO SS4 CRETE-FLEX 3) 5I16" ULTRACON 4) #12 STEEL SCREW (GB)
HEAD & SILL ............... 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE W FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C.
SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90" CORNER ON BHT. 11-12.
JAMBS & P-HOOKS... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-16.
--------------
ANCHORS PER PANEL" ARE W MAX. INTERLOCK ASTRAGAL INTERIOR 8" MAX.
THOSE AT THE HEAD AND SILL 3'8CENTERLINE SEE CLUSTER OET., BHT. 11 CENTERLINE
-^ ^ — - — - — - — - — ^
6" MAX, I BETWEEN CLUSTERS OR THOSE ° "
�.�.s.�.�.� BETWEEN A CLUSTER AND A ° 4.051" °
" " Ir TMP' I FRAME JAMB OR P-HOOK. 2•�" 051"
0 0
I
3.6" . 24" MAX. O.C.
30I EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL 2 TRACK EXAMPLE SHOWN) _ (14) ANCHORS TOTAL
T)'P (31 PANEL, 48' _x 96" DOOR FROM TABLE 1, SHT. 7�ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE ^ — - — ^ EXTERIOR — -
24"
MAX.
D.C.
EXTERIOR
C4+2 & CORNERS a (20) ANCHORS TOTAL AT HEAD AND AT SILL SEE JAMB CLUSTER
DETAIL L B BELOW
SEE CLUSTER 2 C4 2 C4 2 C4 2
DETAILS, BHT.11
3 TMP SEE NOTE _
BELOW
I
(7) P-HOOK 14"
ANCHORS C
INTERLOCK
CENTERLINE
6"I
^Ay
�•
• ft M
10`MAX.
• 3"
M M M
MAX.
M ■ M
M ■
p"
V
x
�•
•
•
• AX
•
■=FRAME
ANCHORS
• HOOK
ANCHORS
AN
x
21'
x
•
•
MAX
• 3•
10• MAX.
•"
MAX.
x x x
x x
■
x x
8�" M�
x x x x
'^
I x -q " x24" MAX. O.C. T
B' MAX. TYP:
L_eno nnDA�cc
1X.
'rN,0RUC1' gCVWit6
,
� w!!141+t •� dellalA�
(10)
xp.11-1018 (tf
ANCHORS
E�plrxN•�+ir + u
D.C.
PER JAMB
(SEE SHEET
My� p,yr
13 FOR
CLUSTER
G.C.
SPACING
'O(.
3.6" TYP. - �,. ----
EXAMPLE OX-900 OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN:
(4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE
SEE CLUSTER DETAILS,
INTERLOCK CENTERLINE BHT.11 WI
1 4.051'
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NOTE: SEE DETAILS S & TON SHEET 14 & DETAILS TYPICAL IAMB CLUSTE DETAILS
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114"
1/4"
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MAX.
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SHIM
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MAX.
SHIM SHIMS
CONCRETE ANCHOR TYP., SEE AN
DETAIL A.
2-TRACK FRAME HEAD DETAIL B. 3-TRACK FRAME HEAD
WOOD INSTALLATION WOOD INSTALLATION
DETAIL C. 2-TRACK FRAME HEAD
WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, BHT.1 2x WOOD BUCK TYP., CONCRETE INSTALLATION
SEE ANCHOR
SEE ANCH.NOTE 3,
NOTE 5 BHT.1
SHT,1
2 O.C., TYP.
(1/4" MAX.)
Pu
SEE ANCHOR
SEE ANCHOR
j NOTE 8 SHT.1
NOTE 8 BHT.1
v 1 (1/4" MAX.)
(1/4" MAX.)
EXT.
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21/18"
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DETAIL E. 2--TRACK FRAME SILL Typ,� 6" E.D.,
SI T.1
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WOOD INSTALLATION SEE ANCHOR TYP•
DETAIL Q 2-TRACK FRAME SILI
NOTE 3, BHT.1 DETAIL F, 3-TRACK FRAME SILL
OICRETE INSTALLATION
CONCRETE ANCHOR TYP., WOOD INSTALLATION
SEE ANCHOR
SEE ANCHOR NOTE 1, BHT.1 21118"
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NOTE 6BHT. 1
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CONCRETE CONCRETE INSTALLATION
SEE CHART, SHT.1 1
2 SEE CHART
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EXT. 0<
21H6" O.C., TYP.
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DETAIL J. 4-TRACK FRAME HEAD
CONCRETE INSTALLATION
IIN608
- SEE CHART, SHT.1
21/16" O.C.
IF
CHOR NOTE 1, BHT.1 A SEE CHART BHT.1
DETAIL D. 3-TRACK FRAME HEAD
CONCRETE INSTALLATION
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3, SHT.1
1
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WOOD ANCHOR TYP. SEE ANCHOR NOTE 2, SHT.1
DETAIL 1.4-TRACK FRAME HEAD
WOOD INSTALLATION
1 WOOD BUCK TYP., WOOD ANCHOR TYP.,
SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 2,
SEE ANCHOR SHT.1
NOTE 6, SHT.1
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EXT.
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EXT.
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BHT.1
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114" MAX. SHIM —
SEE CHART EXT.
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SEE CHART —�
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CONCRETE INSTALLATION CONCRETE
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ASONRY
1"MIN. TYP., SEE + p
1 3/8"MIN. ANCHOR .ir, f « ,
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ANCHOR 21/18" DETAIL O.4-TRACK FRAME JAMB CONCRETE E
ANCHOR
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3HT.1 TYP., SEE
2X WOOD 13/8" MIN. ANCHOR
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SEE EXT. BHT. 1
ANCHOR
NOTE 3, DETAIL N, 2-TRACK FRAME JAMB 4; � 1" MIN.
BHT. 1 WOOD INSTALLATION
WOOD
ANCHOR
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ANCHOR
DETAIL M. 4-TRACK FRAME JAMB NOTE 2,
WOOD INSTALLATION WOOD FRAMING BHT. 1
P-HOOK MOUNTING ADAPTOR 1318•MIN.
ANCHORS LOCATED MID -SPAN �,
BETWEEN P-HOOK
INSTALLATION ANCHORS
1" MIN.
2.693" MIN. I. a I
EXT.
DETAIL S. P•HOOK
WOOD INSTALLATION
NO CHANGE THmB SHEET
Wow
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NOTE 3, BHT. - A30
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INSTALLATION ANCHORS
WOOD INSTALLATIONONCRETE/MASONRY
(GROUTED BLOCK ONLY)
13/4"MIN.SEE CHART,
1 1/4 BHT,1
WOOD ANCHOR
SEE ANCHOR NOTE 2, SHT.1.
ANCHOR QTY. FROM TABLES
13, SHTS. 7-9 PERTAIN TO
THIS ANCHOR LOCATION,
NOKOMI3, FL 3476
P.0. f1QX 1628
NOKOh06, FL.274
�- SEE ANCHOR NOTE 2, BHT. 1.
EXT. ANCHOR CITY. FROM TABLES
13, SHTS. 7-9 PERTAIN TO
2.693" MIN. THIS ANCHOR LOCATION,
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— INSTALLATION ANCHORS
1314 MIN.
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SEE ANCHOR NOTE 4 SHT. I.
ANCHOR QTY. FROM TABLES
13, SHTS. 7-9 PERTAIN TO
THIS ANCHOR LOCATION,
2.893" MIN.
DETAIL MM, P-HOOK FOR BOX RISER
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ANCHOR QTY. FROM TABLES
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ANCHORAGE DETAILS'N' PH SMS (OPTIONAL)
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1�Z DETAII'FF', SHT.18, DETAIL EE', SHT.18, JDETAIL'V', BHT.18,
ANCHORAGE'DETAIL'N' & ANCHORAGE
'P', BHT.14 ANCHORAGE DETAILS'N' DETAILS'A
&'P', BHT.14 &'C', HT. 13
MAX.
HT.
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TABLES Al
1
DETAIL 'U', BHT.18, f r
WSEEFRA.E. ANCHORAGE DETAILS'El
PANEL CORNER OXXX (2 TRACK)&'G', BHT' 13
CONSTRUCTIONDETAILS BHT.16 EXAMPLE
M
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PANEL
PANELTYPE
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DETAIL'CC', BHT.19 DETAIL'BB',BHT.19
DETAIL'DD% BHT19, DETAILAA', BHT.19,
ANCHORAGE DETAILSO' ANCHORAGE DETAIL3'S' &'T,
&'R', BHT.14 BHT.14,'MM'&NN', BHT.15
DETAIL W, BHT.18, ANCHORAGE
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EXAMPLE ANCHORAGE DETAILS'F'
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10H1/11 C NO CHANQE TH18 SHEET ,
1, SEE SHT.17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL
HEIGHT AND WIDTH, PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS. 7-16 FOR ANCHORAGE DETAILS,
2, DLO WIDTH c NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT • 8.26°
3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR
ASTRAGAL
4, PLEASE SEE APPLICABLE ASTRAGAL &INTERLOCK COMBINATIONS PER DP TABLES.
r
PANEL �u PANEL
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PANEL
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IWT.
DETAIL'U', SHT.1? HORIZONTAL SEC
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NphUM14, FL 91176
P.O. EQX 1618
NOK0.U151, FL 91171
I `' DETAIL'BB', SHT.19
` � DETAIL'HH', BHT. 19, � DETAIL 2, SHT.18,
ANCHORAGE DETAILS M ANCHORAGE DETAIL3'I'
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PANEL
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LES
DETAIL'Y', BHT. 18,�
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EXAMPLE sHr.13 &'L', sHT.1a
EXAMPLE ELEVATIONS
SERIES 770 ALUMINUM SGD - LMI
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PANEL WIDTH &
APPLICABLE ASTRAGAL 8,
INTERLOCKS.
4 INTERIOR
(ALL PANEL TYPES)
EXTERIOR
MiMT�ACT i1:Y1YiY
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21
19
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EXT. 1.56r I
EXT.
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18
EXT. 1.58r
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EXT.
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DETAIL "A'
DETAIL W
23
3.305"
EXT.
MEDIUM BOX SILL RISER
22
8.305, I
EXT. _
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DETAIL 7
DETAIL T
C] EXTERIOR INTERIOR [�
(ALL VERT. SECTIONS)
2
112 .45
62 61EX
63 6
� 1
DETAIIAV SCREEN 48
AT HEAD �
VERTICAL SECTION DETAILS
SERIES 770 ALUMINUM SGD - LMI
s� n?m NTS 18 m 29 PO70002
DETAIL'MM' SCREEN
AT SILL
f�{iDY07 "mv
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REA 58705
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DETAIL SIV
NO
HEAVY DUTY ASTRAGAL
AND STILES
14
6
6G OR 61
103 113
DETAIL'EE'
18
6
OR 61
113 108 105
AT MIDSPAN
DETAIL'DD' (FIXED PANELT
4 INTERIOR
(ALL HORIZ SECTIONS)
lu EXTERIOR
14
8
85OR61
111 106 105
AT MIDSPAN
DETAIL'FF' (FIXED PANEL)
'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1.3.
SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE
NOKOMIB. R UM
P.0. QX 1b1B
NOKO8 FL M.
DETAIL'HH
DETAIL'GG' (FIXED PANEL)
4ERIES 770 ALUMINUM SGD - LMI
somm NTS 18 a 23 —. PGT0002
'NW1YC: A6VIZCR
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AwY�rwcob�
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140.58705
:•0'. N• to n IF W=
:� A .•• STA E :' C��:
A. LYNN MILLERIP.
E
P.E.0G8706
J. .
5
7
11
11
7
5
riK
9l =PbAb
91� i ����
o — wr 'S
DETAIL'JJ' DETAIL'KK'
(90C OUTSIDE CORNER, 2-TRACK SHOWN) (90- INSIDE CORNER, 2 TRACK SHOWN)
611"F0F1
JJ 10/11/11 C NO CHANGETHlSSHEET ''•
f070TECHNO100YDANE HORIZONTAL SECTION DETAILS CORNERS ; O,� •.., FLOR�QP''��?,`1
Noxos sFnT SERIES 770 ALUMINUM SGD - LMI �''�;cSS�ONA���`�
EMC 1V/QNB A PEA MMIDME COMWMB P.O. BOX 1=9 aenabe� e�ur Mwe aeonpra we .a LYNN MILLER, P.E.
� r• a.x .P NOXOMX,R.3W4 SGDM NTS 20 d 23 PGT0002 C PENb8706
SMC 08/05/09 AJA
ITEM
PGT DAS #
PGT. #
Descdp0on
1
17308
617306
2-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAIL
3
17309
617309
3-TRACK HEAD
4
17312
617312
4-TRACK HEAD
6
17314
617314
FRAME SCREW COVER _
6
17317
817317
FRAME HEADYJAMB ADDON
7
17304
617304
2-TRACK SILL
6
17301
017301
2-TRACK SILL WITH SCREEN RAIL
9
17307
6173D7
3-TRACK SILL
10
17310
617310
4-TRACK SILL
11
17313
017313
FRAME SILL TRACK INSERT
12
17316
617315 -
FRAME SILL SCREEN ADD60N
13
17310
617318
FRAME SILL SCREEN END ADDON
14
17305
817306
2-TRACK JAMB
16
17302
8173D2
2-TRACK JAMB WITH SCREEN RAIL
16
17308
8173DB
3-7RACK JAMB
17
173"
617311
4-TRACK JAMB
18
IIM2
617322
SILL RISER-0
19
17319
617319
SILL RISER - 0 HOLLOW
20
17321
617321
BILL RISER - LOW FLAT
21
17318
617318
SILL RISER -LOW HOLLOW
22
17355
617355
SILL RISER - MED FLAT
23
17364
817354
SILL RISER• MED HOLLOW
24
1732D
617320
BILL RISER -HIGH HOLLOW
25
17323
017323
SILL SER - HIGH FLAT
28
17333
617333
POCKET DOORP4400K
27
7070
67070
NEOPRENE BULB WSW FOR P-HOOK
28
17334
617334
POCKET DOOR P-HOOK MOUNT
29
17=6
617336
P-HOOK COVER
30
17348
617348
POCKET DOOR P-HOOK FOR BOXRISER
40
4319
612238
SCREEN SIDE RAL-LOCKSTILE
41
7L0CKWGSK
SCREEN LOCKSET
42
41818
SCREEN KEEPER SPACER SET
43
6162
68152
SCREEN INTERLOCK ADAPTER
44
4428
64428
SCREEN DOUBLE INTERLOCK
45
4317
812288
SCREEN TOP RAIL
48
4318
612267
SCREEN BOTTOM RAIL
47
608
7SRAZ
STANDARD ROLLER
48
868
7SRAX
STANDARD ROLLER- ST. STL.
49
4344
643"
SCREENASTRAGAL
60
17349
617349
OXO SCREEN ASTRAGAL ADAPTER
61
16M
61692
SCREEN SPLINE -.165
62
1694
61694
SCREEN SPLINE-.160
63
61816C20
SCREEN CLOTH
64
1728
112" x 4" % 1/18" SITTING BLACK
55
1726
1° X4" X 1/18' SrrnNG BLOCK
202
GLASS
7116 LAMINATED HT4HT PVS
203
GLASS
0115 LAMINATED HT -HT PVB
204
GLASS
7/16 LAMINATED HIT -HT SGP
205
GLASS
9116 LAMINATED HT -HT SGP
NOTE: ALL ALUMINUM = 6063-TB
NO CHANOETM SHEET
ITEM
PGT Dw9. #
PGT. #
Descitptlon
60
17325
617326
PANEL STILE
61
17328
817326
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
SIP248
VINYL BULB WSr. - THIN (INSIDE INTERLOCK)
84
1729
71M
SILL END WEATHERSTRIP PAD
85
77328
617328
INTERLOCK SCREW COVER'
67
17329
017329
ASTRAGAL
68
17339
Si7339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP 6 BOTTOM RAIL
70
17360
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71805
1 1/2" X 1" X3/4" HIGH FIN SEAL DUST PLUGS
72
8163
761M
TANDEM ST. STL ROLLER ABBY.
73
6153
78153N
TANDEM NYLON ROLLER ABBY.
74
SILICONE
DOW699ORB95
75
8185
78186X
GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
76
71032X1FPFX
01032 X 1" FL SS SCREW W/ TYPE "F" TIP
77
7103239
1032 STEEL ZINC U44I IT
78
17358
617358
3116&114OGEE BEAD HORIZONTAL
79
17357
817357
T'IG BEAD HORIZONTAL
85
1.7359
617359
7/16 BEAD HORIZONTAL
61
17360
W73811
9/18 BEAD HORIZONTAL
82
1224
MP247K
VINYL BULB WEATHERSTRIP
83
IGTAPE
111127 1/16" SINGLE SIDE ADHESIVE TAPE FOR IG. BEAD
100
8052
48062
ROLLER ADJ. HOLE PLUG
101
72087
B SUMMER
102
1698
71698
DUSTPLUG '
103
8186
78166X
1" KEEPER
104
am
78OKEEP
SCREEN LOCK KEEPER
105
17344
6173"
FDOED PANEL CLIP - 6° LONG
108
17352
617352
EXTERIOR FDEDPANEL RETAINER
107
1739
71739
HANDLE KIT- INTERIOR RAISED VJ11H THUMB TURN
108
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
109
1731
78162SN
HANDLE KIT- RECESSED INTERIOR WITHTHUMBTURN
110
1732
78178
RANDLEKIT - RECESSED EXTERIOR PULL
111
710X34PP8DAX
#tOX3/4" PH. PN. TEK-B.S.
112
1235
67816
WSTP,.270X.170- FIN SEAL
113
1712
64066
.187 X.230 FINSEAL
114
71CX116PPX
#i0XI V2"
115
710XPPT
010X1"
116
720X1X
014.20 X 1' ST. STL
117
720XI12X
#14.20 X 1.6" ST. STL.
118
17336
6173M
CORNER RECEIVER
119
17337
617337
OU7SIDE CORNER ASTRAGAL
120
17338
8117338
IINSME CORNER AS7RAGAL
210
GLASS
LAMINATED 10 3/1ST - 7116 LAMINATED HT-117 PVB
211
GLASS
LAMINATED IG 114T- 7/18 LAMINATED HT4fr PVB
212
GLASS
LAMINATED IG 3/16T - 7/16 LAMINATED Kr4ir SOP
213
GLASS
LAMINATED 101/4T-7118 LAMINATED H114ir SOP
D7EOMMLOOYDRIVE PARTS LIST
NOKOMI$ FL M4275 1 .
P.O. Sox 109 SERIES 770 ALUMINUM SGD -
N01COMl4FL84274 ftbm�
S DQ 770 NTS I 29 d 23
PGT0002
rWOOUCT wLM�D
naw'�IsBwo IrM,M
I#41dTs{ pM
1.303"
0.718" 1.050°
0.325" 0.050" 0.779"
0.082" 0.082" 0.284"
0.63" 1.050" D 1.003'
0.762" 0,289" p-
0.080,7
" [ 0.050" 0.050
INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK
(65) MATL: 6063-76 (5 MATL: 6063•76 (78) MAT'L. 6063-T6 01) MATL: 6063 T8
If-- 3.979"
GLAZING BEAD (I.G.) FIXED PANEL CLIP
(79) MATL: 6083-T6 (1 5)MAIL: 80B3-T6
3.802° -►{�
1 0.752"
L
1.163" 0.885° 0.076"
01.645°
.233"
0.082"
P-HOOK SCREW COVER 0 O80"
(29) MATL:6063-TB u 0,125"'
0.281"
080"
0.082"
1.88
I0.709" 1.182"
I+ 0.650" 1.739"
FIXED PANEL RETAINER INTERLOCK
(106) MAIL: 6063 T6 (62)MA11: 6063-T6
1.646"
2.304"
0.082' 0,79
P-HOOK MOUNTING ADAPTOR
(28) MATL: 6083-TO
P-HOOK FOR BOX RISER HEAVY DUTY ASTRAGAL
3.802" (30) MATL: 6083-T6 STANDARD ASTRAGAL (68) MATL 6063-T6
87 MATL:8083-TB
4.126" 4 jam- - 4"
0.674"
0.082"
0.075° 0.082" 1.304° 1.6" 0.133 1.8"
P-HOOK
(26) MATL: 6063-TO 3.125"
3.26" STANDARD STILE 3.126"
TOPIBOTTOM BOTTOM RAIL (80) MATL: 6063 T6 HEAVY DUTY STILE
(69) MATL: 6083•T6 1.87Z 0.232" (61)' MATL: 8063-T6
0.750" 0.750"
0.082" 8" r
T
SCREEN STILEI 0 232"
0.062" 0.062° (40) MATL- 6063-T6 0.062"
FLUSH FLAT SILL RISER 0 232"
0.750" Ti8 MATL 6083-TB
0.232°
0.052" j�---�j- 0.906"
4.05W 3.305" I I 3.055°
2.555" 0.082"ul 3.205"
2.455°
0.062" 0.062" 0.062" 1-t
HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER
(24) MATL: 6063•TO (23) MATL: 6063-T6 (21) MATL: 6063-T8 (19) MATL• 6063•T8 20 MATL 808&T6 22 MATL: 8063-T6 (25) MATL: 6063-T8
JJ -10111111 w0 c NO CHANGE THIS SHEET == C=rroffainnlc
1f/faw
P.O. BQX IW9
NOKOMIS, FL $4274
SGD?M I NTS 122 d 23 1 PGT0002a 23 1 PGT0002
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Arw�urw Nr -)0 Li
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14
0.5BT05
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'SSIONP�
A LW4 k,M A, P.E
RE1188708
5.069"
8.502"
1.505"
0.081"
0.080"
2-TRACK HEAD
4-TRACK SILL
(1 MATL: 6063-T8
(10) MATL: 6063-T6
8.198"
1.211"
0.081"
2-TRACK HEAD W! SCREEN TRACK
2 MA 'L: 063 TB
8.528"
1.605"
0.080" 3-TRACK SILL
(9) MATL. 6083-T8
T 8 6.221"
7.105"
1.605"
1171 1.211"
0.080"2-TRACK SILL W/ SCREEN TRACK
0.081" B MATL:6063-T8
3-TRACK HEAD
(3) MATL• 063-T6
1.046"
1.36"
1.993" 0.082"
SCREEN TOP RAIL
0.081"
(45) MATL: 6063-TO
5.069"
0.876"
Fbl
1.993°
I-o.ae2"
SCREEN BTM. RAIL
(48) MATL: 6083-T8
2-TRACK JAMB
(14) MATL: 063-T8
4.49•
9.142"
1.505"
1.2111 r "
0.080" C7) MA�TALC 083•TB
4TRACK HEAD 0.081"
(4) MATL: 6063-T6
6.821"
16" 1
4°
INSIDE CORNER ASTRAGAL
(120) MAT'L:6083-T6
NO
OUTSIDE CORNER ASTRAGAL
(119) MAT'L:6083-T8
P.O.94UC 1618
4 NOKO 4 FL 36Z7
1.03"
2.893"
0.080
2.826" --J
CORNER RECEIVER
(118) MATL:6063-T6
3-TRACK JAMB
(16) MATL' 6053-T8
i5"
4TRACKJAMB
(17) MATL: 8083-TB
SERIES 770 ALUMINUM SGD -
o I i NTS 1 3 d 23 1
a "'
PGT0002
IV
2-TRACK JAMB W!
SCREEN TRACK
(15) MATL: 6083-TB
rs"ver RXV►tRP
m �Mltb'IM� IM EMI►
B"M�11-l01 �1�5
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LYNN M/����ii�i
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* ' No.58705
STATE OF !41
/DNAL E,\\�,
A. LYNN "R, P.E.
REJA NT05
•-� i- r r r a
Joe Cido
From: Betty Pride <betty@pride-electrical.com>
Sent: Monday, November 25, 2013 1:39 PM
To: Joe Cicio
Subject: 3140 Naylor Terrace
Attachments: img121.pdf
Joe,
Attachment of revised letter for Naylor Terrace.
Please contact me,if you have any questions.
Thank you,
Betty Pride
Pride Electrical
847 S. Kings Highway, 104-B
Fort Pierce, FL 34945
772-461-2777 office
772-461-2778 fax
772-370-6892 cell
betty@pride-electrical.com
1
I
^
�
\ '
`^
P R1 De.'
ELECTRICAL SERVICES OF FLORIDA0
November 22,201.1
2300 Virginia Avenue
Fort Pierce, VL 34982
Re. Residencelocated at 3140 Naylor Terrace
TO WHOM IT MAY CONCERN.:
~ ' ~`
This CertificationAffidavit, is affirming that PrideElectrical, Services, of FL, Inci has rdpa'ired.:and
replaced electrical panel and service to 200:4mp, installed -hard wired smoke*tectors.and'GFI
devices in designated areas.
PriddEldetrical Services of -A., Inc. has.performed hot,.check inspection andMsual - ly,inspected
y that all electrical -is in safe wbrk,i ... apondition. All
electrical Is to -National Electrical Code and,standard S.
PrideElectricai Services ofFL, Inc.. warrants work perf'ormed 4nconnection.withtho above
p brond:(1)'year from the completioh-of this job,
PAC,
Betty
President
cc: A. Thomas Coiisttuetion, Inc.
PRIDE
ELECTRICAL SERVICES OF FLORIDA, INC.
November 22, 2013
St Lucie County Building
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
Re: Residence locatedCt3240 aylor Terrace
TO WHOM IT MAY CONCERN:
This Certification Affidavit is affirming that Pride Electrical Services of Fl., Inc. has repaired and
replaced electrical panel and service to 200 amp, installed hard wired smoke detectors and GFI
devices in designated areas.
Pride Electrical Services of FL., Inc. has performed hot check inspection and visually inspected
wiring and electrical components to verify that all electrical is in safe working condition. All
electrical is to National Electrical Code and standards.
Pride Electrical Services of FL., Inc. warrants work performed in connection with the above
referenced project for one (1) year from the completion of this job.
Sincerely,
etty Pride
President
cc: A. Thomas Construction, Inc.
'-'Ie. 4.0z7w-5�
^/O
D R (D V
UOV 2 5 2013
F/ /HOCK
847 SOUTH KINGS HIGHWAY, #104-B 9 FORT PIERCE, FLORIDA 34945 9 (772) 461-2777 0 FAX (772) 461-2778
Joe Cicio
From:
Brittany Smith
Sent:
Wednesday, October 23, 2013 9:38 AM
To:
Joe Cicio
Cc:
Diana Wesloski
Subject:
FW: 3140 Naylor Terrace
Joe,
The Housing Division will be preparing a change order for the electrical scope of work as
follows below. In addition A. Thomas Construction should be providing you with the product
information for the windows as requested. Hopefully with the clarification of these 2 items we
can move forward and get the building permit issued.
Please let me know if there is anything else that you need from my end.
Thank you.
Brittany Smith
Housing Program Specialist
St. Lucie County
Housing & Community Services
772-462-1290
772-462-2855 Fax
smithbnstlucieco.org
From: Jay Moseley [mailto:JMoseley@meridserv.com]
Sent: Tuesday, October 22, 2013 10:19 AM
To: Diana Wesloski; Brittany Smith
Cc: Beth Ryder
Subject: RE: 3140 Naylor Terrace
I'm good with it.
From: Diana Wesloski[mailto:WesloskiD(&stlucieco.org]
Sent: Tuesday, October 22, 2013 9:57 AM
To: Jay Moseley; Brittany Smith
Cc: Beth Ryder
Subject: FW: 3140 Naylor Terrace
Jay, The below changes are agreeable with the home owner.
I have also spoke with the Building Department and they are confident with the electrical integrity of the home upon
completion of the work below.
Brittany will prepare the change order and I will contact Andy and have him come in and sign.
If you have any comments or concerns please let me know as soon as possible as we will start working on the today.
Thank you,
Diana E. Wesloski
Housing Manager
Community Services Department
437 North 7th Street
Fort Pierce, FL 34950
Office: (772) 462-2375
Fax: (772) 462-2855
Email: wesioskid@stiucieco.ore
From: Brittany Smith
Sent: Tuesday, October 22, 2013 9:46 AM
To: Diana Wesloski
Subject: RE: 3140 Naylor Terrace
I spoke with Ms. Lesane and she is fine with the changes. She just wants a copy of the change
order once executed.
From: Diana Wesloski
Sent: Monday, October 21, 2013 5:00 PM
To: Brittany Smith
Subject: FW: 3140 Naylor Terrace
Brittany as soon as you talk with Ms. Lesane and she agrees with the below changes we can do a change order for the
scope of work and submit and get to the building department. He should be able to pull his permit then and we can
hopefully get this job done before Thanksgiving.
Thank you,
llim 4- Al"INt
Diana E. Wesloski
Housing Manager
Community Services Department
437 North 7th Street
Fort Pierce, FL 34550
Office: (772) 462-2375
Fax: (772) 462-2855
Email: wesloskid@stlucieco.ors
From: Jay Moseley [mailto:JMoseley@meridserv.com]
Sent: Monday, October 21, 2013 11:33 AM
To: Diana Wesloski
Subject: RE: 3140 Naylor Terrace
Diana,
Here is our proposed change order to get this house finished:
Delete this language: Replace panel and service with minimum 200 amp panel and service. Replace all existing
wiring with new wiring throughout to meet current codes.
Add the following language:
-INSTALL NEW 200A METER, INDOOR PANEL, AND OVERHEAD RISER
-NEW ELECTRICAL SERVICE GROUNDING SYSTEM INCLUDING GFIC PROTECTED RECEPTACLES, SMOKE DETECTORS AND CARBON MONOXIDE
DETECTORS AS REQUIRED BY CODE.
-REPAIR OR REPLACE DAMAGED WIRING NOT TO CODE
-REPLACE ROMEX WIRES THAT HAVE ALUMINUM CONDUCTORS
-INSTALL NEW ELECTRICAL TAMPER PROOF TRIM DEVICES
-INSTALL NEW ELECTRICAL SWITCHES
-GROUND ALL METAL BOXES AND ELECTRICAL DEVICES PER CODE
-REPAIR OF REPLACE DAMAGED ELECTRICAL FLEX CONNECTIONS
-REPAIR OR REPLACE EXPOSED ELECTRICAL WIRING NOT TO CODE
-REPAIR OR REPLACE ELECTRICAL WIRING NOT TO CODE FOR ELECTRIC APPLIANCES OR EQUIPMENT
-CHECK THE INTERIOR AND EXTERIOR FOR ANY FAULTY OR INCORRECTLY INSTALLED ELECTRICAL WIRING AND MAKE REPAIRS AS NEEDED.
-PERFORM AN ELECTRICAL SYSTEMS INSPECTION AND PROVIDE AFFIDAVIT ON LETTERHEAD AFFIRMING THAT THE ELECTRICAL SYSTEM HAS BEEN
INSPECTED AND IS IN SAFE WORKING CONDITION.
-ALL WORK PERFORMED BY PRIDE ELECTRICAL SERVICES OF FL WILL BE GUARANTEED AND WARRANTED FOR A 1 YEAR PERIOD.
There is no charge for this change —the original price quoted in the bid is still valid and will not change.
Jay
From: Diana Wesloski [mailto:WesioskiDC&stiucieco.org]
Sent: Monday, October 21, 2013 11:22 AM
To: Jay Moseley
Subject: FW: 3140 Naylor Terrace
Thank you,
Diana E. Wesloski
Housing Manager
Community Services Department
437 North 7th Street
Fort Pierce, FL 34950
Office: (772) 462-2375
Fax: (772) 462-2855
From: A. Thomas Const. Inc [mailto:atconst060)yahoo.com]
Sent: Wednesday, October 09, 2013 11:57 AM
To: Diana Wesloski
Subject: 3140 Naylor Terrace
October 09, 2013
Diana:
We haven't heard anything pertaining to issues
discussed at the meeting on Friday, October 4, 2013.
1 have attached the detailed electrical quote as promised.
Andrew
A. THOMAS CONST INC.
ATC O N ST06 (cD-YAH OO. C O M
772-595-5261
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and I
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
I
It
Pride ElectricAl Services of Florida
Contact:
Mike Pride
847 South Kings Highway
�
1,ij
R
':Phone:
772 . -370-6 894
Building 104-B
Fax:
772-461-27-78
Fort Mercer FL 3494S
E-M il:
Mike@pridt-electrical.com
License No .
EC 1300-1736
Proposal
Proposal: 48967
WE HEREBY Oropose to furbish labor and materials for the Above referenced, project for the,sium-dff
Five thousand, seven hundred sixty & 00/100:Dollars (0,760.00
With paymeni(s) to be rnad6 -as follows:. TBD
All work shall be executed in'al Workmanlike manner "In accordance with. accepted -sta 40 - 'cub6s Any afterahotls`or iieviattons from
'Orl W 16 n the contract plans i6volving'additional,or extra,obsts will' be executed 661V°mponwwtfwri . aWza n., nr�',the.0w, er or. Own":
Representative and will become an extra charge to the d o I Ina; Contra Proposal. ., original contract _
THIS PROPOSAL is valid for 30:1)a d Days and shall becorne void at the option of theundersIgned.
-'NEW ELECTRICAL SERVICE. GROUNDING SYSTEM
-REPAIR OR REPLACE DAMAGED'WIRING NOT TO. CODE
-REPLACE1OMEX WIRES THAT HAVEAWMINUM CONDUCTORS
-INSTALL NEW ELECTRICAL TAMPER PROOF TRIM DEVICES'
-INSTALL NEW ELECTRICAL*sWrrcHE9
-GROUND ALL METAL BOXES.AND.ELECTRim DEVICESPER ODDS
REPAIR OF REPLACE DAMAGED ELECTRICAL FLEX CONNECTIONS
-REPAIR OR'kEFIACE EXPOSED. ELECTRICAL WIRING NOTTO CODE
-REPAIR ORIBEPLACE ELECTRICAL WIRING NOT TO CODE FOR ELECTRIC APPLIANCES OR EQUIPMENT
-CHECK I 'THE INTERIOR AND E)(TERIQR: F0R,.ANY FAULTY OR INCORRECTLYINSTAL.L.ED ELECTRICAL WIRING AND MAKE AEPAIRS: AS'NEEDED.,
RE00RMAN ELEM ICALSYSTEMSINSPECTLoN AND PROVIDEzAFFmAvirok LETTERHEAD
AFFIRMING
THATTHEELECTRICAL SYSTEM HAS BEEN.
INS�Al)IS IN,SAFE WORKING CONDITION;
-ALL WORK OERFORMED ElY.PRIDE ELECTRICAL SERVICTSOF-r-L-WILL BE GUARANTEED AND WARRANTED FORA 1 YEAR PERIOD.
CLAR1FMM_QNS;_
-OVERHEAD ELECTRICAL SERVICE TO REINSTALLED
-ALL ELECTRICAL swrrcHEs AND RECEPTACLES WILL BE -WHrrETAMPER PROOF
-THIS PROPOSAL DOES NOT INCLUDE AN'UNDERGROUND ELECTRICAL.SERVICE
-HOUSE WIRINGTO REMAIN EXISTING
Acceptance:& Proposal
THE ABOVE proposed sum,. tonditions,and qualifications are bereby p000pteid. You are: authorized to do the electrical work as
specifie'd.,,'vwfth payrrMnts remitted in accordance With this Pro 1.
posa
A' By: Tide;
.2/2,
Pride Electrical Services, Of Florida
Contact:
Mike Pride
847 South, Kings: Highway
one,
772-370-6894
Building 104-6
Fax:
712-461-2778,
Fort Pierce, FL 34945
E-Makl:
Mike@pridi!-electiical.com
License No .
EC 13004736
PApposal
-
7/14, 2013'
Proposalz 489.67
i
WE'HEREBY propose -to furnish labor and materials, for the above referenced, project for .tile sum of:
Five thousand seven hundred sLxtv'& -001100 Do1[ars:($&ZfiQ.M
With paymeni(s) to be madeas.follows:, TBD
L,'J�T
All work shall be executed in,a Workmanlike Manner'in. acco(dance with: accepted standardo, . o deviationsI radio An lt'tatf ns f pp.._& - ya e.
e, ^ ner orib�in �s-
the contract plans'. involving,additional or extra 'costs vAl: W executed only: upon� authorization from 'OW�
Representative and will, become an extra charge tothe nrig1haUcontractPro
THIS PROPOSAL is valid. for 3o Days and. shall becorpe. void At the option of theunder.signed.
-NEW ELECTRICAL SERVICE GROUNDING SYSTEM
-REPAIR OR REPLACE DAMAGED WIRING NOT TO. CODE
'REPLACE,'ROMEK WIRES THAT HAVE -ALUMINUM CONDUCTORS
-INSTALL NEWELECTRICALTAMPERPROOF TRIM; DEVICES,
-INSTALL NEW ELECTRICAL swrujiEs
-�GROUND ALL METAL BOXES-ANDELECTRICALDEVICESPER CODE
-REPAIR OF REPLACE DAMAGED ELECTRICAL FLEX CONNECTIONS
-REPAIR OR`REKACE. EXPOSED'ELECTRICAL WIRING NOTTO CODE
-REPAIR, - OR REPLACE:ELECTRICALWIRlNG NOT - TOCODE FOR: ELECTRIC APPLIANCES OR EQUIPMENT
-CHEC.M.tINTERIOR AND E)(TERIOR FORANY FAULTY OR;INCORRECTLY',INST-ALLED ELECTRICALWIRING AND MAKE REPAIRSAS'NEEDED..
M'AN"ELECIRiCA*LtY.I�.MM�-IN�PEC)�6N. AND OROVIDE-AFFIDA' lt6k�EMkH�ADA�FlkMINGTHA-TTHEE L
-P 0 � V LtCTRICA SYSTEM HAS BEEN
INS AND ISlt4.SAFEWORKING CONt)MON:-
-ALL WOR].K,,P.ERFORMED BY,PRIDE ELECTRICAL SERVICES OFTL WILL BE GUARANTEED AND WARRANTED FOR A I YEAR PERIOD.
Inclusions, exclusions,
clarifications,
and qualifications
are
as follows:
tLAPUMATIONS,
-OVERHEAD ELECTRICAL SERVICE tb WINSTALLtl)
-ALL ELECTRICAL swrrcHEs AND. RECEPTACLES WILL 'mw41TE TAMPER PROOF
-THIS PROPOSAL DOES NOT INCLUDE AN. UNDERGROUND ELOC. M- C- AL,SERVICE
-HOUSE WIRINGTO. REMAIN D(ISM, NO
Acceptance of Propo,sal
THE ,ABOVE ;proposed Sum, c0ditions.and qualificaticins are hereby accepted;, .4d., You :authori . zed to do ttfe,ele6oical Work as
p
soecifio,md. payments remitted in.acmrda nee with this 'Proposal.
2/2
Joe Cido
From:
Diana Wesloski
Sent:
Monday, October 21, 2013 2:24 PM
To:
Joe Cicio
Cc:
Beth Ryder
Subject:
Nayler Terr - Electric
Attachments:
Naylor Terr.pdf
Thank you Joe for your assistance and reviewing the current electrical proposal.
As discussed, and to confirm, this electrical work should bring all visual electrical items up to code and in addition the
electrical contractor will be providing an affidavit confirming the electrical system has been inspected and is in safe
working condition.
Based on this information the update, as provided in the attached proposal, to the electrical portion of the work will
provide a safe and updated electrical system to the homeowner.
Thank you,
0612 f W"fart
Diana E. Wesloski
Housing Manager
Community Services Department
437 North 7th Street
Fort Pierce, FL 34950
Office: (772) 462-2375
Fax: (772) 462-2855
Email: wesloskid@stlucieco.org
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
y.
Pride Electrical Services of Florida
Contact:
Mike Pride
847 South Kings Highway
°
Phope;
772-370-6894
Building 104-B
Fax:
772-4612778
Fort Pierce, FL, 3494.5
Mike pride-electrical:com
License,No
EC 1300-1736
Proposal
Proposal: 48967
WE HEREBY propose•to furnish labor and materials for the above referenced. project for the sum of:
Five thousand,•seven hundred sixty & 001100 111ollars$5.7f0.00
With payment(s) pa be made as follows:. TBD
All work shall be executed in'a; workmanlike manner in accordance with, accepted stah4 -0 � adke"s , Any alt ' Obrjs, of devlations fr }ic
the contract plans. involuitig additional or extra costs will: be executed only, upon :written- a.. orization Born ,the:'0Whe0 or.. iJwriei'S
Representative and .will become an extra charge;to the original'.contract Proposal.
THIS PROPOSAL is valid for 30 Days and shall become void at the option of the=undersigned,
-NEW ELECTRICAL SERVICE GROUNDING SYSTEM
REPAIR OR.REPLACE DAMAGED WIRING: NOTTO. CODE
-REPLACE ROMEX WIRES THAT HAVE+ALUMINUM CONDUCTORS
-INSTALL NEW ;ELECTRICAL TAMPER PROOF TRIM DEVICES
-INSTALL NEW ELECT RICAL:SWITCHES`
-GROUND ALL METAL BOXES.AND ELECTRICAL DEVICES;PER CODE
-REPAIR OF REPLACE DAMAGED,ELECTRICAL FLEX CONNECTIONS
REPAIR OR`REPt ACE: EXPOSED ELECTRICAL •WIRING NOTTO ZODE
-REPAIR OR REPLACE ELECTRICAL WIRING NOT TO CODE FOR: ELECTRIC APPLIANCES OR EQUIPMENT
-CKCKTHE;INTERIOR AND EXTERIOR`FOR:ANY FAULTY OR; INCORRECTLY;INSTALLED ELECTRICALWIRING AND MAKE REPAIRS AS'NEEDED'.,
OERFURM AN ELECTRICAL SYSTEMS INSPECTION AND PROVIDEAFFIDAVIT ON LETTERHEAD AFFIRMING THAT THE: ELECTRICAL SYSTEM HAS BEEN
IySPECi ED 11ND IS IN SAFE WORKING CONDITION:
-ALL WORKFERFORMED BY.PRIDE ELECTRICAL SERVICES OF`FL WILL BE GUARANTEED AND.WARRANTED FORA 1 YEAR'PERIOD.
�Inclusions, exclusions,clarifications,(qualifications• !
CLARIFICATIONS:
-OVERHEAD ELECTRICAL SERVICE TO BE.INSTALLED
-ALL ELECTRICAL SwrrCHEs AND RECEPTACLESWILL BE wHrrE TAMPER PROOF
-THIS PROPOSAL DOES NOT INCLUDE AN UNDERGROUND ELECTRICAL SERVICE
-HOUSE WIRING,TO REMAIN DaM, NG.'
Acceptance of Proposal.
THE. ABOVE proposed sum, conditions and qualifications are hereby accepted; You are authorized to do the electrical work as
spedlied.wiifi payments remitted in accordance. with this Proposal.
Author* By: Tift
n', 2/2:
Joe Cicio
From: Diana Wesloski
Sent: Wednesday, October 09, 2013 4:42 PM
To: 'A. Thomas Const. Inc'
Cc: Beth Ryder; Jay Moseley (JMoseley@meridserv.com); Brittany Smith; Walter Pride; Joe
Cicio
Subject: RE: 3140 Naylor Terrace
Andy,
Thank you for your e-mail.
As discussed in our meeting, I agreed to review your request for the home rehab project at 3140 Naylor Terrace. Your
main concern was the electrical and the wording in the work write that said "Replace all existing wiring with new wiring
throughout to meet current codes, ....".
After consulting with the Building Department, Pride Electric and my direct supervisor, Beth Ryder, Director of "
Community Services it was determined that the work write up will stay as it is and no change order will be approved for
additional costs.
However, we will review your request for a change order to repaint the interior.walls which will require drywall
work. Please submit that request in writing to Brittany for review.
Thank you,
Diana E: Wesloski
Housing Manager
Community Services Department
437 North 7th Street
Fort Pierce, FL 34950
Office: (772) 462-2375
Fax: (772) 462-2855
From: A. Thomas Const. Inc [mailto:atconst06@yahoo.com]
Sent: Wednesday, October 09, 2013 11:57 AM
To: Diana Wesloski
Subject: 3140 Naylor Terrace
October 09, 2013
Diana:
We haven't heard anything pertaining to issues
discussed at the meeting on Friday, October 4, 2013.
1 have attached the detailed electrical quote as promised.
Andrew
A. THOMAS CONST INC.
ATCONST06CaD-YAHOO.COM
772-595-5261
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and !
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers,
C f
Joe Cicio
To: A. Thomas Const. Inc
Cc: Brittany Smith (smithb@stlucieco.org); Jmoseley@atlantic.net
Subject: RE: Permit Number 1309-0081
Andrew,
I do not have a problem with any modifications you wish to make as long,as Brittany and Jay send me revised work
order documents stating such changes including any product changes . You can then revise the paperwork accordingly
prior to re -submittal.
Thanks
'705a#v X Cicio
Plans Evaininer II
Standarcl Building Inspectoi-
13uilding Plans I -a nines
One and Tivo Tunily Duelling Inspector
One avid TTfo Family Plans Fyarninei-
St. Lucie CountyPlanningand DevelopnientSen ces
772- /62--15M
From: A. Thomas Const. Inc [mailto:atconst060yahoo.com].
Sent: Wednesday, October 09, 2013 12:20 PM
To: Joe Cicio
Subject: Re: Permit Number 1309-0081
October 09, 2013
Re: Permit 1309-0081
Joe:
We are still waiting for the Housing Department's decision. We have in our hands
the energy calcs/manuel J's. I held on to them after you said each review is a charge.
The Housing Department has decided to eliminate the screen room scope of work to
avoid any change orders for the project. If we do not hear back concerning the decision
on the electrical today, would you consider issuing the permit for all but the electrical?
We would like to move forward.
Thank you
Andrew Thomas
A. THOMAS CONST INC.
ATCONST06(a)_YAHOO.COM
772-595-5261
On Tuesday, October 1, 2013 3:55 PM, Joe Cicio <cicio!(cDstlucieco.org> wrote:
Good afternoon Faye,
j"
I had spoken to Jay early this morning and I recommend that your office work these comment required
documents out with Jay and Brittany. They are aware of what is needed to process this permit as per the
original comment list.
Thank you
Joseph M. Cicio
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
St Lucie County Planning and Development Services
772-462-1553
From: A. Thomas Const. Inc imailto:atconst06(@yahoo.coml
Sent: Tuesday, October 01, 2013 3:49 PM
To: Joe Cicio
Subject: Re: Permit Number 1309-0081
Good afternoon Joe:
I was wondering if you were able to speak with Jay Moseley
(St Lucie County project coordinator)? We are hoping to put together our schedule
to make progress on the job and unsure if you were able to go over the items in question yet.
Thank you
Faye Fitzpatrick
A. THOMAS CONST INC.
ATCONST06(aD-YAHOO.COM
772-595-5261
From: Joe Cicio <cicioiCcDstlucieco.org>
To: "atconst06 cDwahoo.com <atconst06C@yahoo.com>
Cc: Joe Cicio <cicioiCa)-stlucieco.org>; Brittany Smith <smithb@stlucieco.org>
Sent: Monday, September 30, 2013 9:40 AM
Subject: Permit Number 1309-0081
Good morning,.
In re -reviewing the product approvals you have submitted, the St Lucie County worksheet
specifically calls for Miami Dade compliant sliding glass doors and window units > You have
submitted Florida approvals for these units . If making these changes please submit revised work
orders from the Housing authority to coincide with the product approvals.
Thanks
Joseph M. Cicio
Plans Examiner ll
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
St. Lucie County Planning and Development Services
772-462-1553
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Joe Cido
From:
Sent:
To:
Cc:
Subject:
Attachments:
Sent from my iPhone
Begin forwarded message:
Brittany Smith
Wednesday, October 02, 2013 10:09 PM
Joe Cicio
Jay Moseley
Fwd: Lesane - A. Thomas
2013-10-02 10.09.12 Electrical Cloth Wiring jpg
From: Jay Moseley <JMoseley@meridserv.com>
Date: October 2, 2013 at 10:36:08 AM EDT
To: "cicioi@stlucie.org" <cicioi@stlucie.org>
Cc: Brittany Smith <smithb@stlucieco.org>
Subject: Lesane - A. Thomas
Joe,
Attached is a picture of the cloth insulated wiring at the Lesane Residence. This is why it needs to be
replaced (in my opinion). Just to let you know, there was an electrician working this morning. Did not
see a permit.
Thanks,
James F. (Jay) Moseley
Senior Consultant
Community Services Division (formerly Meridian Community Services Group, Inc.)
Government Services Group, Inc.
P.O. Box 357995
Gainesville, Florida 32635-7995
Phone (866) 484-1975 (Toll Free)
Fax (352) 381-8270
[a
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and !
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
1
r, m
Joe Cicio
From: Joe Cicio
Sent: Tuesday, October 01, 2013 3:54 PM
To: 'A. Thomas Const. Inc'
Cc: Joe Cicio
Subject: RE: Permit Number 1309-0081
Good afternoon Faye,
I had spoken to Jay early this morning and I recommend that your office work these comment required documents
out with Jay and Brittany. They are aware of what is needed to process this permit as per the original comment list.
Thankyou
�zapA.M. Cicio
Plims T vxn1Uier II
Standard Building Inspector
Building Plans T v2inmer
One and Two FarnilyDruellinglnspector
One quid Two TxnilyPlans E arninei-
St. Lucie County Planning- and Development Services
772-,162--1553
From: A. Thomas Const. Inc [mailto:atconst06@yahoo.com]
Sent: Tuesday, October 01, 2013 3:49 PM
To: Joe Cicio
Subject: Re: Permit Number 1309-0081
Good afternoon Joe:
I was wondering if you were able to speak with Jay Moseley
(St Lucie County project coordinator)? We are hoping to put together our schedule
to make progress on the job and unsure if you were able to go over the items in question yet.
Thank you
Faye Fitzpatrick
A. THOMAS CONST INC.
ATCONST06@YAHOO.COM
772-595-5261
From: Joe Cicio <cicioi(a-),stlucieco.org>
To: "atconst06(ayahoo.com" <atconst06(c-yahoo.com>
Cc: Joe Cicio <cicioi(a).stlucieco.org>; Brittany Smith <smithb ,stlucieco.org>
Sent: Monday, September 30, 2013 9:40 AM
Subject: Permit Number 1309-0081
Good morning,
In re -reviewing the product approvals you have submitted, the St Lucie County worksheet specifically calls
for Miami Dade compliant sliding glass doors and_ window units > You have submitted Florida approvals for
these units . If making these changes please submit revised work orders from the Housing authority to coincide
with the product approvals.
Thanks
Joseph M. Cicio
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
St. Lucie County Planning and Development Services
772-462-1553
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Joe Cicio
From: A. Thomas Const. Inc <atconst06@yahoo.com>
Sent: Monday, September 30, 2013 4:12 PM
To: Joe Cicio
Cc: Brittany Smith
Subject: Re: Permit Number 1309-0081
Jay Mosely (352-278-6118) is the project coordinator for SLC on this address. After asking him for a letter as
you requested, he has asked that you call him at your convenience.
As we all know, in these rehabs the main goal is to verify that there is no unsafe wiring (alum), verify that
recept boxes are grounded
correctly & new tamper proof receps installed; further more upgrading the amperage of the service & the
condition of the circuit breakers
to allow for safer operation in the home. Obviously in addition, we also typically include smoke
detectors/carbons to code and verify that all open
splices are boxed, and any other'issues discovered, making the home current up to date with todays NEC.
Jay will be able to confirm that the electrical wiring that is in need of updating to current code is all that will be
replaced.
We will not be opening up walls to replace existing wiring that already meets code. It would be major cost to rip
out the drywall,
Please confer with him also your request to rebuild the screen room to meet current codes, as the engineer
cannot
certify that the existing one meets new codes. As I said, Jay has the ultimate say as to what the county requested
in the scope of work (projected bid).
:In the past when we have had issues with extreme upgrades, due to the budget concerns of the municipalities
(program work)
we have used FBC 502.1
"Materials already in use in a bldg. in conformance with requirements or approvals in effect at the time of their
erection or installation
shall be permitted to remain in use unless determined by the code official to render the building or structure
unsafe or dangerous -as defined
in Chapter 2". (upgrade structure, not tear down, build new). eliminating the need for change orders with the
municipality.
I appreciate your assistance and hope we can resolve all issues in a timely manner.
Thank you
Andrew Thomas
A. THOMAS CONST INC. 70 Crey-o -4,(_e O-e
ATCONST06gYAHOO.COM —
772-595-5261 ��Al � cot.
From: Joe Cicio <cicioi .stlucieco.org>
To: "atconst06(a)_6hoo.com" <atconst06(a)yahoo.com>
Cc: Joe Cicio <cicioj(astlucieco.org>; Brittany Smith <smithb(a.stlucieco.org>
Sent: Monday, September 30, 2013 9:40 AM
Subject: Permit Number 1309-0081
Good morning,
In re -reviewing the product approvals you have submitted, the St Lucie County worksheet specifically calls
for Miami Dade compliant sliding glass doors and window units > You have submitted Florida approvals for
these units . If making these changes please submit revised work orders from the Housing authority to coincide
with the product approvals.
Thanks
Joseph M. Cicio
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
St. Lucie County Planning and Development Services
772-462-1553
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
t
From: Joe Cido
Sent: Monday, September 30, 2013 9:40 AM
To: atconst060) ahoo.corn
Cc: Joe Cicio; Brittany Smith
Subject: Permit Number 1309-0081
Good morning,
In re -reviewing the product approvals you have submitted, the St Lucie County worksheet specifically calls for Miami
Dade compliant sliding glass doors and window units > You have submitted Florida approvals for these units. If making
these changes please submit revised work orders from the Housing authority to coincide with the product approvals.
Thanks
Joseyk M. Or'.cio
Plans T raminer II
S=dard Building Inspector
Building Plans Examiner
One and Two Family Dwellinglnspector
One and Two Family Plans Examiner
St. Lucie County Planning and Development Services
772-462-1553
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
r�
Joe Cicio
To: Brittany Smith
Subject: RE: Permit Number 1309-0081
Brittany,
Generally the " Miami Dade " tested products are of a higher testing standard / pressure rating than other testing
due to the more stringent requirements in Dade or Broward counties [ HVHZ Zones ] Please keep in mind that we are
not in the [ HVHZ ] zones here in St Luce, therefore we have the Florida Product approval system for use if you desire
which is what the contractor had submitted . In this instance you had specified Miami Dade products therefore I have
asked for the N.O.A's [ which is the Miami Dade testing criteria ] not Florida Product Approvals for the windows and
sliding glass doors .
Thanks
Jose -?A. A. Gidv
Plalls Exalmllel'II
&Yida-d Building Inspector
Building Plarls Tsiallliner
One and Taro Falni1vDwellinglllspector
One Auld Two RunilyPlans Etanliller
St. Lucie County Planning arld Development Services
772-4691553
From: Brittany Smith
Sent: Monday, September 30, 2013 11:22 AM
To: Joe Cicio
Cc: Diana Wesloski; Jay Moseley
Subject: RE: Permit Number 1309-0081
Am I understanding this right that the products that he submitted are not up to standard as we
have required on the work write-up? Did he submit product information below our standards?
Thank you.
Brittany Smith
Housing Program Specialist
St. Lucie County
Housing & Community Services
772-462-1290
772-462-2855 Fax
smithb@stlucieco.org
i
Joe Cido
To: atconst06@yahoo.com
Cc: Joe Cicio (cicioj@stlucieco.org); Brittany Smith (smithb@stiucieco.org)
Subject: Permit Number 1309-0081
Good morning,
In re -reviewing the product approvals you have submitted, the St Lucie County worksheet specifically calls for Miami
Dade compliant sliding glass doors and window units > You have submitted Florida approvals for these units. If making
these changes please submit revised work orders from the Housing authority to coincide with the product approvals.
Thanks
JosepA.1 K. Gid c'
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family DwellingInspector
One and Two Family Plans Examiner
St. Lucie County Planning and Development Services
772-462--1553
1
Joe Cicio
From: A. Thomas Const. Inc <atconst06@yahoo.com>
Sent: Friday, September 27, 2013 10:30 AM
To: Joe Cicio
Subject: Re: Permit Number 1309-0081
Joe,
After consulting with my engineer, I came in 9/26/13 hoping to talk with you concerning the rear patio
roof. I wasn't able to see you but asked to have you call me. I left the product approval for the town and country
roof pans. I am not modifying the screen enclosure structure just changing like for like roof pans. It shows the
fastener schedule as designed which is (3) sheet metal screws on each end. My engineer stated that all he would
state is exactly what is on the product approval. I have built enclosures from the ground up as would an
aluminum contractor and have never been asked to have a roofing sub to screw on the roof pans. I
would appreciate it if you review the pictures that I included with the documents. When you have reviewed, if
you could please call or email me, so I understand and we are both on the same page.
I also resubmitted the window/sliding door approvals, the electrical schematic, and the duct layout showing
returris.The masonite product approval initially submitted is correct. I am replacing front and side exterior
doors. Again, I appreciate your assistance with this matter.
Cordially,
Andrew Thomas
A. THOMAS CONST INC.
ATCONST06gYAHOO.COM
772-595-5261 e
From: Joe Cicio <cicioj(a-)stlucieco.orq>
To:.'A. Thomas Const. Inc' <atconst06(@yahoo.com>
Sent: Friday, September 20, 2013 10:04 AM
Subject: RE: Permit Number 1309-0081
I keep 1 set for the file and you may pick up the other set
Thanks
Joseph M. Cicio
Plans Examiner II
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
St. Lucie County Planning and Development Services .
772-462-1553
From: A. Thomas Const. Inc [mailto:atconst06(q-)yahoo.com]
Sent: Friday, September 20, 2013 9:40 AM
To: Joe Cicio
Subject: Re: Permit Number 1309-0081
September 20, 2013
I turned in the product approvals ( 2 sets) and the energy cales.
Can I come in and pick those up? Let me know please.
Thank you
Faye Fitzpatrick
A. THOMAS CONST INC.
ATCONST06@YAHOO.COM
772-595-5261
From: Joe Cicio <cieioj(a)stlucieco.org>
To: Brittany Smith <smithb ,stlucieco.org>
Cc: "atconst06@yahoo.com" <ateonst06@yahoo.com>; Joe Cicio <cicioJaa,stlucieco.org>
Sent: Friday, September 20, 2013 9:14 AM
Subject: Permit Number 1309-0081
Sorry
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the
public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail
communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-snail
and delete all materials Gom all computers.
Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.
Florida Building Code Online
40 Page 1 of 6
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stabs & Facts Publications FBC Staff' BCIS Site Map Links Search
Business
Professional +_Y�� U ER: uc cUser
Approval
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL15447-112
Application Type
Revision
Code Version
2010
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer MI :: ° ;;` '- ".' .`-t: ` .'-`. ST. LUCIE COUNTY BUILDING DAMON
Address/Phone/Email 650 West Market Street Gratz, PA 17030 ■Reviewcd Not ItComphaaco F
(717) 365-3300 Ext 2560
bsitlinger@miwd.com Ro*wod
INAa
Authorized Signature Brent Sltlinger �> `
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certifcation Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
;iwl.-O'
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA 506
AAMA/WDMA/CSA 101/I.S. 2/A440
AAMA/WDMA/CSA 101/I.S. 2/A440
Method 1 Option A
Year
2006
2008
2005
2008
h"://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQ... 8/14/2013
Florida Building Code Online
I
40 Page 2 of 6
Date Submitted 11/13/2012
Date Validated 11/14/2012
Date Pending FBC Approval
Date Approved 11/19/2012
Summary of Products
Go to Page Nvt-�
b 16 Page 1 / 2 4 'Aa
FL# 11Model,
Number or Name
Description 1
15447.1 11185
SH
36x84 Fin Frame insulated Laminated, Non -Impact.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
......... ... ....
Approved for use outside HVHZ: Yes
Impact Resistant: No
quality Assurance Contract Expiration Date
Design Pressure: +55/-55
10/06/2015
Other: H-1155. Glass was bedded In Pecora 896 silicone
Installation Instructions
sealant.
. .... .... �J
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
15447.2 11785 SH
36x84 Fin Frame Insulated Laminated Glass, Impact
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
............ .... ......
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design pressure: +55/-55
09/13/2014
Other: H-1155, Missile Level D, Wind Zone 3. Glass Is
Installation Instructions
bedded In Pecora 896 silicone.
. ... ... ...
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
15447.3 185 SH
36x84 Flange Frame Insulated Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
.. .. ..... .
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +55/-55
09/13/2014
Other: H-1155. Missile Level D, Wind Zone 3. Glass was
Installation Instructions
bedded in Pecora 896 silicone sealant.
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
..... ..... ....
Created by Independent Third Party: Yes
15447.4 1185 SH
36x84 Flange Frame Insulated Laminated non -impact
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +55/-55
10/06/2015
Other: H-R55. Glass was bedded In Pecora 896 silicone
sealant.
.... ....... -
Verified By: ON's-11 mas, PE PE-62514
Created by Independent arty: Yes
TEvaluation
Reports
.. . .... ....
Created by Independent Third Party: Yes
I1 47.5 ]1185 SH
5202 Flange Frame Insulated Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
.. ......... . .. . ......
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date)
Design Pressure: +55/-55
11/30/2015
er., H-1155
Installation Instructions
FL15447 R2 11 011-01511 INII 5121311,,d
Verified By: Luis R. Lomas, PE PE-62514
http://www.floridabuildiniz.orizr/P/D j_� appjtl.aspx?param=wGEVXQwtDqtep%2bDhVRQ... 8/14/2013
_� _..
- 52" MAX FRAME WIDTH REV DESCRIPTION REVISIONS
DATE
3" MAX f----• 1 12" MAX O.C. - � 3_ MAX APPROVED
3" MAX
12"
MAX O.C.
72"
MAX
FRAME
HEIGHT
3" MAX
18513185 SINGLE HUNG FIN FRAME
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t55.OPSF NONE
Window
Window Width (in)
Height
(in)
18.00
Head Jamb
24.00 1
Head Jamb
30.00 1
Head Jamb
36.00 1
Head Jamb
42.00
Head Jamb
48.00
Head Jamb
52.00
Head Jamb
24.00
2
3
3
3
3
3
4
3
4
3
5
3
5
3
30.00
2
3
3
3
3
3
4
3
4
3
5
3
5
3
36.00
2
4
3
4
3
4
4
4
4
4
5
4
5
4
42.00
2
4
3
4
3
4
4
4
4
4
5
4
5
4
48.00
2
5
3
5
3
5
4
5
4
5
5
5
5
5
54.00
2
5
3
5
3
5
4
5
4
5
5
5
5
5
60.00
2
6
3
6
3
6
4
6
4
6
5
6
5
6
66.00
2
6
3
6
3
6
4
6
4
6
5
6
5
6
72.00
2
7
3
7
3
7
4
7
4
7
5
7
5
7
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 - 2 ELEVATION AND GENERAL NOTES
3 - 5 INSTALLATION DETAILS
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
5. FRAME MATERIAL: ALUMINUM 6063-T5.
6. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS OPTIONS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9, FOR NAIL FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
10. FOR FRAME INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT _INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INS ON DETAILS.
11. FOR FRAME INSTALLATIO ASONRY/ ONS WITH SUFFICIENT
LENGTH TO ACHI A 1 1/4° MINIMUM MENT INTO SUBSTRATE WITH 2 5/8"
MINIMUM EDGE (STANCE. LOCATE AN N ELEVATIONS AND INSTALLATION
DETAILS.
12. ALL FASTENERS TO BE CORROSION RESISTANT.
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
SIGNED: 0411812012
M650WINDOWS DOORSTREET
MARKET
\\\\J\S+.IIL041
GRANTZ, PA 17030-0370
` r,•�VC+ENS"
SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW
=*• 0,.6�61 *�
X 72 NON IMPACT
~,� F
E52L
ELEVATION ANDD NOTES
�¢1 • $TAT OF
DRAWN:
DWG N0.
REV
�i�'�FS;4CORIOP
o8 s0
-
s1ONALLE0V��\
E511
SCALE DATE
NTS 04/17/12 1 OF 5
ANCHORS TO
EQUALLY SPAI
REFER TO CHA
FOR NUMI
OF ANCHI
REQUI
3" MAX
3" MAX
72"
MAX
FRAME
HEIGHT
— i
3" MAX
18513185 SINGLE HUNG FLANGE AND FINLESS FRAME
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
±55.OPSF NONE
n anD Me TAICTAI I ATMIKI
Window
W i ndow, W idth (in)
Height
(in)
18.00 1
Head Jamb
24:00
Head Jamb
30.00 1
Head Jamb
36.00
Head Jamb
42.00 1
Head Tamb
48.00 1
Head Jamb
52.00
Head Jamb
24.00
2
3
2 1
3
3 1
3 1
3 1
3
3 1
3 1
3
3 1
3 1
3
30.00
2
3
2
1 3
3
3
3
3
3
3
3
3
3
3
36.00
2
4
2
4
3
4
3
4
3
4
3
4
3
4
42.00
2
4
2
4
3
4
3
4
3
4
3
4
3
4
48.00
2
4
2
4
3
3
4
3
4
3
4
54.00
2
5
2
5
3
3
5
- 3
5
3
5
60.00
2
5
2
5
3
M63
3
5
3
5
3
5
66.00
2
6
2
6
3
3
6
3
6
3
6
T2.002
6
2
6
3
3
6
3
6
4
6
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED
5/8"
9/32"
3/32" ANN
3/32" ANN
090" PVB BY DUPONT
.090" PVB BY DUPONT
1/8" ANN 3/32" ANN 3/32" ANN
BUTYL REINFORCED SILICONE
ALUMINUM SPACER SILICONE
SYSTEM
SETTING BLOCK 1/2" BITE SETTING BLOCK 1/2" BITE
EXTERIOR INTERIOR EXTERIOR INTERIOR
OR
GLAZING B
GLAZING A
DOORS
Msso WINDOWESTS
11F. Llo
KND
ET STREET
GRANTZ, PA 17030-0370
\`\\J\S
` v,•�\GEN3�;
•rs+%
SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW
*• �.,f1,0�.&�51
52 X 72 NON -IMPACT
ELEVATION AND GLAZING DETAILS -
�� , TAT OF
DRAWN:
DWG ND,
REV
S %O'�FCOR10P G��'��
08 50 511
—
,//ONAt11\?\\\`
SCALE DATE
NTS 04/17/12 2 OF 5
2 5/8" MINIMUM
MASONRY/CONCRETE4lNrERIOR
EDGE DISTANCE
BY OTHERS
1X BUCK TO BE1 1/4
PROPERLY SECUREDMIN.
EMBEDMENT
CAULK BETWEEN/4"
FLANGE AND BUCK. SHIM
3/16" TAPCON
EXTERIOR
SILL TO BE SET
IN A BED OF
PERIMETER APPROVED SEALANT
CAULK STOOL
BY OTHERS BY OTHERS
MASONRY/CONCRETE
OR PRECAST SILL
BY OTHERS
F.
o.
VERTICAL CROSS SECTION
MASONRY/CONCRETE FLANGE INSTALLATION
2X BUCK OR
WOOD FRAMING
BY OTHERS
TO BE PROPERLY
SECURED
CAULK BETWEEN
FLANGE AND BUCK
#10 WOOD SCREW.
E>
1 3/8" MIN
\ I EMBEDMENT
1/4" MAX.
SHIM
INTERIOR
SILL TO BE SET
IN A BED OF
B
APPROVED SEALANT
PERIMETER CAULK
r 1/4" MAX. SHIM
BY OTHERS
—J
2X BUCK OR
WOOD FRAMING
BY OTHERS
TO BE PROPERLY
SECURED
VERTICAL CROSS SECTION
2XBUCK OR WOOD FRAMING FLANGE INSTALLATION
REVISIONS
DESCRIPTION DATE I APPROVED
1X
PROPER1
1/4" MINIMUM EMBEDMENT
1/4"
1 3/8" MINIMUM
3/16
MASONRY/CONCRETE MAX. SHIM
EMBEDMENT
BY OTHERS
"TAPCON
INTER
2X BUCK OR
°
INTERIOR
WOOD FRAMING
BY OTHERS
a
TO BE PROPERLY
2 5/8° 1
4#10
SECURED
MI WINDOWS AND DOORSo��,,�
MINIMUM
EDGE
650 WEST MARKET STREET
DISTANCE
WOOD SCREW
GRANTZ, PA 17030-0370
` �.,•�\GENS�,
EXTERIOR
SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW
*• o 61 #
52 X 72 NON —IMPACT
3/16" MAX. SHIM
EXTERIOR
FLANGE INSTALLATION DETAILS
¢_
O; STATE OF ;�`
JAMB CROSS SECTION
JAMB CROSS SECTION
VDN: owc No. 08-0151 1 REV
[-
�/ONAL'C\\
MASONRY/CONCRETE FLANGE INSTALLATION
2X BUCK OR WOOD FRAMING FLANGE INSTALLATION
SCALE NTS I DATE 04/17/12 ISHEET3 OF 5
"IIIIIIItIO
#6 WOOD
SCREW
3/8" MIN
EDGE DISTAL`
EXTERIOR INTERIOR
I
I
I
I
3/8" MIN
EDGE DISTANCE
#6 WOOD
SCREW
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK NAIL FIN INSTALLATION
HEAD AND SILL SHOWN, JAMBS SIMILAR
NOTE:
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY.
WOOD
FRAMING WOOD FRAMING
BY OTHERS OR 2X BUCK
BY OTHERS
1/4" MAX.
SHIM SPACE
APPROVED
SEALANT
#10 WOOD
SCREW
EXTERIOR
APPROVED
SEALANT
1/4" MAX
SHIM SPACE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN.
EDGE DISTANCE
1 3/8" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
1 3/8" MIN.
EMBEDMENT
1/2" MIN.
EDGE DISTANCE
#10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
WOOD
FRAMING
BY OTHERS VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK FINLESS INSTALLATION
REVISIONS
DESCRIPTION I DATE I APPROVED
1/4" MAX.
r SHIM SPACE
EXTERIOR
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK FINLESS INSTALLATION
Msso WINDOWS DOORS
A KED
EST STREET
GRANTZ, PA 17030-0370
\\\I'CO3,////
` r••�\CENS�•95��
= *• 0,,8125 k
SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW
52 X 72 NON -IMPACT
- (�(�
FIN & FINLESS INSTALLATION DETAILS
O; STATE OF ;,ir`
��:�ZORI'D `'k'z
DRAWN:
DWG N0.
REV
08 50 151 1
_
///�N A"�`\\\\\
VALE DATE
NTS 04/17/12 4 OF 5
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
APPROVED
SEALANT
EXTERIOR
APPROVED
SEALANT
OPTIONAL 1X BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY
BY OTHERS
2 5/8" MIN.
EDGE DISTANCE
°°. • G 1 1/4" MIN.
° <', ° •° d: " EMBEDMENT
T
i
1/4" MAX.
SHIM SPACE
3/16" TAPCON
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM
SPACE
° G ,
VERTICAL CROSS SECTION
CONCRETE/MASONRY FINLESS INSTALLATION
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
3/16" TAPCON —�
0
2 5/8" e
MIN. a
EDGE
DISTANCE o
REVISIONS
REV DESCRIPTION DATE I APPROVED
a 1/4" MAX.
SHIM SPACE
oa '
INTERIOR
EXTERIOR
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE(MASONRYFINLESS INSTALLATION
NOTE:
INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT
SHOWN FOR CLARITY.
a KED DOORS
Msso WINDOWS
kR I1L o
EST T STREET\\\N\
v
GRANTZ, PA 17030-0370
•�\GENs�9s�i�
SERIES 185/3185 SINGLE HUNG ALUMINUM WINDOW
` *�•/� 0,.6125/1� #
52 X 72 NON -IMPACT
FINLESS INSTALLATION DETAILS
��o • STATES OF
N
DRAV.
DWG NO.
REV��Ss'(.OR1,�'P;G\���`
OS-01 S11
,//
,IIOINA`11\`\\\\
SCALE DATE SHEET
NTS 04/17/12 5 OF 5
d
DesignS.-tar load Calculation
Results are intended for usewith Rheem heating and cooling.systems
rw Now MOM* of co ort",
Floor U-value ( R-value 0.2 j 5
Window U-value 0.5
Moisture grains 61
1 1 r� ]t 4 vE fi � �` - ? > �y "' 17 � r' S�,b �A'3.v'Y -'• #;�� $ 1 �* t � 4
�ADLLt.1 �}S�f IQ�tt } �.'�k.,,a� i2x��h'^�,z+2fii.�a `ra s ✓3 a � ,3 �, eS� a �s r '�a e'z .¢."?�'a „L�Nn1r ;'�
� ra• s s' �`^ a: r„� isc -'��` �. -� in' � �" t�.�' c� � - �? ,{3a��� a 4Gaz;� � �t +.�s
Duct gain % 10
k .% t � ��an� �'�`a } -t r���. Y` 2 ✓ '# ,+. 7 �, r� r r ?x t3 ` w� �s�, �„1`� r§�'`,°� � # Y�j ` �� @" h,.-?"�'r�,{.l a * i 4 ��t aa<z i�'�yt
Heating infiltration (ACH) 0.8
"{ f5 Jmot^^""',�,'r ;, ^^.armor -€4
c.
NN
�1Ni n er vents l aff hn '%S } 0 4 ik
S� # T i'j'S Y. Y x d ? 1 ..Pv A. rl - 'v _J,y v' F bS i• t .i•"
Summer ventil.ati on 0
Daily range
eH,c�11lE?lltlildl>
i
Moisture difference
Indoor
Design temperature difference(OF)
61
23 16
Area Btuh.. % vf. Goad .:
-
'
i�uall r n Xs �kL�
Floor 3616 25.3
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3
ry 5
Heating Loads
14,279 BTU/hr
Floor
Infiltration
y L055
ng
Windows
. c
Cooling Loads
27,050 BTUIhr
Windows
Latent Infiltration
Sensible People Load
Latent People Load
-- Sensible Infiltration
`T w I internal
Ceiling
System
AED Graph
15000
10000 . .....
------- . ..... ---- --- . ......
5000
0
Sam
9am 10am —clam 12pm IPM 2pm 3prn 4pm 5pm 6pm 7pm 8pm
Hourly Loads Average
�Equipment •
System equipment selection will be made using the following derived values.
Glass (E) 90 sq..,ft.
Glass (N)
Summer Outdoor
Summer Indoor
'13 sq. ft
91OF
750F
Winter Outdoor 470F
M
Sensible Cooli.b.g
Rieq,uireclCool
AC Search
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Are you a Manufaeturer7 I sigq
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ouble click on a row to view/print AHRI certificate.
HRI certificates are not available for Obsolete AC and HP equipment
isciaimer. Indoor Coll Air quantity is used for standard ratingftesl purposes only. Actual values may vary depending an the Installation. Please refer to the manufacturers installation instructions for proper setting of Indoor coil air quantity.
he energy efficiency ratings on the EnergyGuide labels provided below were determined per Federal Trade Commission requirements and Department of Energy standard tests of condenser models combined with the most common indoor components. The certified ratings vtit va
iry
ith different Indoor components. Print the AHRI certificate in order to view the ratings of a specific combination.
odel Status of 'Active' means models are currently in pmduction.'Disconfinued' means that the manufacturer has elected to stop producing, yet stock is still available. 'Obsolete' means that the manufacturer is required to stop manufacturing due to a test failure in the AHRI
ertification Programs.
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Home I Contact Us ITerms and Conditions I License AHRI Directory Data I Help with this Site
Copyright m 2013 Air -Conditioning, Heating, and Refrigeration Institute. All rights reserved.
http://www.ahridirectory-org/ahridirectory/pages/ac/defaultSearch.aspx 9/6/2013
NOTICE OF COMMENCI
'TO BE G"kETED WHEN CONSTRUCTION VALII
OR WHEN HEATING OR AIR CONDITIONING REPAIR OR RE!
PERMIT #:
TAX FOLIO #: 2405-601
JOSF?J4,R. SMITH. CLERK OF THE CIRCUIT COURT
SAW `1'-IE COUNTY
FILE 11, �,19-t6 05,12 2013 at 11.36 AVI
OR BOOK 3543 PAGE 1222 - 1222 Doc Ty' e: ;SIC
RECORDING. 510.00
State of Florida, County of St. Lucie, the undersigned hereby gives notice that impk,
accordance with chapter 713, Florida statutes, the following information is providea a nnn nonce` of - om tcnceurrteo` Fr i
13.' LEGAL DESCRIPTION OF PROPERTY (AND STREET ADDRESS IF AVAILABLE): 1(- //, �/
LOT 1 AND 2, BLOCK 13, SILVER LAKE PARK ADDITION ACCORSING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 10, AT PAGE 8, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
2. GENERAL DESCRIPTION OF IMPROVEMENT:
3. ®OWNER INFORMATION or ❑LESSEE INFORMATION (If Lessee contracted for the improvement)
a. Name: Mamie Lesane
Address: 5140 Naylor Terrace, Fort Pierce, FL 34982
b. Interest in property: Owner
c. Name and address,of fee simple titleholder (if other than owner):'
N/A
4. CONTRACTOR:
a. Name: A. THOMAS CONSTRUCTION
Address: P.O. BOX 3285, FORT PIERCE, FL 34948
b. Phone number: 772-595-5261
5. . SURETY COMPANY,(IF Applicable, a copy of the payment bond is attached):
a. Name & Address: _N/A
b. Phone number: Bond amount:
6. LENDER/MORTGAGE COMPANY:
a. Name & Address: _N/A
b. Phone number:
7. PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE
SERVED AS PROVIDED BY SECTION 713.13 (1) (a) 7., FLORIDA STATUTES:
a. Name & Address: _N/A
b. Phone number: fax number:
8. IN ADDITION TO HIMSELF OR HERSELF,
a. Owner designates —NA/—re- L) of 4 6Pn-4r-&n c, to
receive a copy of the lienor's notice as provided in section 713.13(1) (b), Florida statues.
b. Phone number: 7z2_ ,'-572S,2546el
9. EXPIRATION DATE OF NOTICE OF COMMENCEMENT:
(THE EXPIRATION DATE IS ONE (1) YEAR FROM THE DATE OF RECORDING UNLESS A DIFFERENt DATE IS SPECIFIED).
WARNING TO OWNER:
ANY PAYMENTS MADE, BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,
PART I, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCAMENT.
UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS IN IT ARE TRUE TO THE BEST OF MY
KNOWLEDGE AND BELIEF (SECTION 92.525, FLORIDA STATUTES
or OWNER'S AUTHORIZED OFFICER/DIRECTOR/PARTNER(MANAGER -
-----
NAME OF PERSON TYPE OF AUTHORITY NAME OF PARTY ON BEHALF OF WHOM I RUM NT WAS. EXECUTED
❑PERSONALLY KNOWN OR 1*10DUCED IDENTIFICATION TYPE OF IDENTIFICATION PRODUCED
f
RY SIGNATURE / NOTARY P9INTED NAME / NOTARY SEAL
*? '� BRITTAWSMITH
EMiCOMM1SStON # EE 026613
�%RP,f4 Bonded PThro NNotary Pu61 c U dber ,,,rr,,
Property Appraiser - St.Lucie C, .y, FL
Page 1 of 1
Mamie Lesane
Record: 1 of 1
Property Identification
Site Address:
3140 NAYLOR TERR
Sec/Town/Range:
27 :35S :40E
Map ID:
24/27N
Zoning:
RMA 1
PROPERTY RECORD CARD
—Prev Next»
Spec.Assmnt Taxes
Exemptions Permits Home Print
s
ParcelID:
2427-603-0183-000-4
���1CtF�oG2
Account #:
31782
`y�r
Use Type:
City/Cnty:
SF Res
Saint Lucie County
~ '
Ownership and Mailing
Owner: Mamie Lesane
Address: 3140 Naylor Dr
Fort Pierce FL 34982-6420
Sales Information
Date Price
5/31 /1989 55000
Legal Description
SILVER LAKE PARK ADDN BLK 13 LOTS 1 AND 2 (OR 639-1303)
Assessment 2013
Code Deed Book/Page 2013 TRIM:
34600
00 DE 0639 / 1303 Assessed:
34600
Ag.Credit:
0
Exempt:
25500
Taxable:
9100
Taxes:
184.27
BUILDING INFORMATION
Total Land and Building
Land Value: 6900 Acres: 0.31
Building Value: 27700
Finished Area: 1248 SgFt
Exterior Features
View:
-
RoofCover:
SD - Dim Shingle
RoofStruct:
GA - Gable
ExtType:
HC- -HC-
YearBlt:
1960
Frame:
-
Grade:
C- - C-
EffYrBlt:
1960
PrimeWall:
BP - Cone Block
StoryHght:
0010 -1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
2
Electric:
MX - MAXIMUM
PrmintWall:
PF - PF
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHUFI:
1/26ath:
0
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. Use Type
Type
Measure Depth
DWC - Ddv-Concret
Y 1 800
AV AV
1960 1 0100-SF Res
BI -Front Ft
108.6 126
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/paslc/Prc.asp?prclid=242760301830004 9/6/2013
ITB #3
ST.'LUCIE COUNTY
HOUSING REHABILITATION PROGRAM
WORK WRITE-UP/BID FORM
OWNER:
ADDRESS: 31
PHONE #:
DATE: Mav 24, 2013
The work write-up/bid form is a general outline of the work to be performed. Please refer to the
project specification booklet for detailed instructions for each item noted below.
Item #
System
Description of Work
Location
Price
atch leaks at turbine vents. Seal properly..
001
Roof and
Replace rear porch metal roof. - Replace
Roof
$
Porches
screens, add kick plates to ottom,!—replace
front and rear screen doors.
Pump out septic tank and have system
inspected. Replace tub and both shower
surrounds, including new valves and fixtures.
002
Plumbing
Replace toilets, sinks and vanities. Install
Various
$
appropriately sized whole house water softener
system, including all necessary electrical and
plumbing.
Replace panel and service with minimum 200
amp panel and service. Replace all existing
Electrical and
wiring with new wiring throughout to meet
003
current codes, including smoke detectors and
Various
$
Appliances
GFIC receptacles as necessary.
Replace electric range and unvented range
hood.
/Replace exdi"I syste'' wit � new
'
antral electric 15 SSE+EAR rate sy enri,
004
HVAC
mein new duetwork with service to alil
' All
$
a ` to le rooM s. /include new TegxTsfersi an,
return a%r vent.
005
Insulation
Insulate attic to minimum R-30. Provide
t�
Attic
$
certificate at close of project
006
Painting
Paint exterior, prep and fill all holes prior to
Exterior
$
painting.
Homeowner Signature:
Contractor Signature:
Page 1 of 3
ITB #3
Replace all windows with Miami Dade
Windows and
compliant impact resistant windows. Replace
All
$
007
Sliding Glass
sliding glass door with Miami Dade compliant
Door
impact resistant door.
Replace front and side exterior doors with new
pre -hung doors and hardware, including
008
Doors
deadbolts keyed alike. Replace all closet doors
Various
$
with new doors and hardware. Install new
Closetmaid shelving (or equivalent) in all
closets. Paint all new doors and trim.
TOTAL BID»»»»»»»>
Homeowner Signature:
Contractor Signature:
Page 2 of 3
ITB #3
THIS PAGE MUST BE INCLUDED WITH THE BID FOR IT TO BE VALID
All work to be performed in a workmanlike manner, in accordance with the CDBG Program
Specifications, local codes, and manufacturer specifications. The contractor shall be responsible for
repairs and/or reinstallations of materials/equipment/fixtures damaged or removed due to any work item
contained herein. Contractors shall properly dispose of all fixtures, materials and other items removed
from the dwelling unless otherwise specified herein. All items must be cost itemized in the space provided
or the bid will be rejected.
Work must be completed and approved within 90 days of the issuance of the Notice to Proceed.
The house is to be occupied; X vacant for 90 days.
I hereby certify that I am licensed by the State of Florida, Department of Business and Professional
Regulation, and that I am eligible to participate in the CDBG program. I also agree that change orders
above the original contract amount shall only be paid for with CDBG funds to correct documented code
violations or to meet Section 8 Housing Quality Standards. Change orders must be approved by the
homeowner or his representative, the contractor, and local government prior to any initiation of work
based on that change order.
Contractor's Name (Print Name):
Contractor's Signature:
Contractor's Address:
Contractor's Phone Number:
Homeowner Signature:
Contractor Signature:
Page 3 of 3