HomeMy WebLinkAboutProduct Approval (7) RECEIVED
MIAMI•DADE >1 DADL COUNTY
NOV 12 2021 FIlf �►
t0 U "'CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTIMENT OF REGULATOA'pp��O. r�� 1[I 0C RESOURCES(RER) / 'fiami,Florida 33175-2474
BOARD AND CODE ADNIiNISTRA"i'1M ISION i �u I. � F(786)315-2599
NOTICE OF ACCEFTANCIJ (NOA) v`w"N.n 'a 'n gov/econonl
Regency Plus,Inc. DE
2000 Locust Gap highway
Mt. Carmel,PA 17851 ST. LUCIE COUNTY
SCOPE: OBOCC I(01 `"
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and acce ted b Miami-Dade County RER -Product Control Section to
p Y tY
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 A1-17 (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve 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 Velocitv Hurricane Zone.
DESCRIPTION: Series"TECH-5605"Vinyl Awning Windows(project-out)—LMI
APPROVAL DOCUMENT: Drawing No.RPLS0080.titled"Series TECH-5605 Vinyl Awning Window(LMI)",
sheets 1 through 7 of 7 dated 021114/19, with revision"A"dated 10/20/2020, prepared by PTC. Product Design Group
LLC,signed and sealed by Robert J.AmoruSO, 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
EAEELING: 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", 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# 19-0411.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Sifang Zhao,P.E.
,� NOA No.20-1103.05
1+11AMI•DADECOUNTY..,a Expiration Date: May 30,202d
01/21/2021 Approval Date: January 21,2021
Page 1
Regency Plus,Inc.,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted tinder NOA#19-0411.02)
2. Drawing No. RPLS0080, titled "Series TECH-5605 Vinyl Awning Window(LMI)",
sheets 1 through 7 of 7 dated 02/14/19, prepared by PTC,Product Design Group LLC, signed
and sealed by Robert J. AmorIISo, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
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, and TAS 202-94
Along with marked-up drawings and installation diagram of series"tech 5605" Vinyl
Awning windows (project out), prepared by National Certified Testing Laboratory, Inc.,
Test Report No. NCTL-10-21629-1, dated 01/23/2019, signed and sealed by Harold Rupp,
P.E. (Subinitted under NOA#19-0411.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/11/19, complying with
FBC-2017 (6t'Edition),prepared by PTC, Product Design Group LLC, signed and sealed
by Robert J. Amoruso, P.E. (Submitted under NOA#19-0411.02)
2. Glazing complies w/ASTME-1300-02, 04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 17-1114.14 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours
& Co.) for the"Trofosil® Ultra Clear PVB Glass Interlayer", expiring on 09/08/19.
2. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA for their"White
Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6"' edition) and letter of no financial
interest, dated 03/25/19,prepared by PTC Product Design Group LLC , signed and sealed by
Robert J. Amoruso, P.E. (Submitted tinder NOA#19-0411.02)
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. None.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.05
Expiration Date: May 30,2024
Approval Date: January 21,2021
E- 1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0080, titled "Series TECH-5605 Vinyl Awning Window (LMI)",
sheets 1 through 7 of 7 dated 02/14/19, with revision "A" dated 10/20/2020, prepared
by PTC Product Design Group, LLC, signed and sealed by Robert Tames Amoruso,
P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulator} and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 17-1114.14 issued to Kuraray America,Inc. (Former E.I. DuPont
DeNemours & Co.) for the "Trofosil®Ultra Clear PVB Glass Interlayer", expiring
on 09/08/19.
2. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA for their"White
Rigid .PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-711' Edition (2020), and of no
financial interest. dated 10/20/2020. issued by PTC Product Design Group, LLC,
signed and sealed by Robert Tames Amoruso. P.E.
G. OTHERS
1. Notice of Acceptance No. 19-0411.02, issued to Regency Plus, Inc. for their Series
"TECH-5605" Vinyl Awning Windows (project-out)—LMI., approved on 07/03/19
and expiring on 07/03/24.
G
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.05
Expiration Date: May 30,2024
Approval Date: January 21,2021
E-2
REGENCY PLUS, INC. 2 m
SERIES TECH 5605 VINYL AWNING (PROJECT-OUT BOTTOM) WINDOW d
LARGE MISSILE IMPACT
W w
NOTES: INSTALLATION ANCH R GE DEg)ULS a a F
�a
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER.OF RECORD,
3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR o
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. °2 g
LL
Nz,a O
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201.TAS 202 AND TAS 203,SEE TEST REPORT NO.NCTL•710.21629-1.DATED 12/14/18 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY
HAROLD E.RUPP,FLORIDA P.E. y
5. MATERIAL: O
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. ¢ Z
5.2. REINFORCEMENT: Z�
5,2.1, GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.050"THICK,FY=30.50 ksi&Fu=37.5.68.7 ksi)-SASH PERIMETER Z CZ9
5.2.2. CONTOURED-SHAPED RIGID VINYL,ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER ail�z �� F; 4
5.3. LAMINATE GLASS INTERLAYER:TP.OSIFOL INTERLAYER BY KURARAY AMERICA.INC.PER CURRENT MIAMI-DADE NOA., J¢a Q 0, z Z
w
6. GLAZING: a-0 w }O f1
6.1, GLAZING DETAILASTESTED: U in,ZZ r
6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. W U Q 5; c
6.1.2. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. 00 O
6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. �of in
6,1.4, SPACER TYPE/SIZE:7116"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). o = Y d
6.1,5, GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX,"552"BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. w
6.2. ALL.SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET I'- ,n Gl✓n
n a
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER,
6.3. AS TESTED GLAZING MEETS ASTM E1300-03a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". a a m
9. FOR ANCHORING INTO CONCRETEIMASONRY USE 114"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO
MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED,ANCHOR LOCATIONS HAVE-I.i"TOLERANCE. R.t-t J.AMarl ,A.E.
Flodda P.E.Nn.49752
OD
NE OF THE FOLLOWING:
10.0 1 FGRANCHORING AHEAD WOODOSCREWS FRAMING
WITH SUFFICIENTOLENGTH TO ACHIEVE A l 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACIIJG OF 2"ON CENTER.
� SpMES.to
LOCATE ANCHOP.S AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. +��o�4Q;•� . 6•1 Wiz",
10.2. #14 PAN HEAD WOOD SCREWS(`NS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER. ?Qt N..49 52 '•O Y
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
_b ¢_
11. FOR ANCHORING INTO„FETAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM �9 STATEt w�
EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/•1"TOLERANCE.
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING TABLE OF CONTENTS
13, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S SHEET DESCRIPTION
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 1 NOTES
MINIMUM STRENGTH SPECIFIED BELOW:
131. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 2 ELEVATION&ANCHOR,LOCATION
13.2, CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13,3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY,117 PCF 3 VERTICAL SECTIONS-CONCRETE&WOOD SUBSTRATES PRODUCT REVISED
13,4, METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI/Fu=45 KSI OR ALUMINUM G06345 0.048"THICK MINIMUM. ----- ---------—---------_"----- _ ---------------�---
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 4 VERTICAL SECTIONS-METAL SUBSI RATES as complying with the Florida
Building Cod.
5 HORIZONTAL SECTIONS-CONCRETE/MASONRY,WOOD&METAL SUBSTRATES NOA-No. 20-1103.05
6 COMPONENTS AND FRAME CONSTRUCTION Expiration Date05/30/2024
7 BILL OF MATERIALS By
Miami-Dade Product Control
g36"MAX.
FRAME WIDTH
34-1-e-"MAX.
16
SASH WIDTH 14"
HINGE CENTERLINE 4" MAX. TYP.
T FROM
F17
(LA ..................
LOCATED CAT E D 7�1 1'8T F R MAX. TYP. ---
- "� rA
TOP OF HEAD(TYP.)
30" 34
16 29
MAX. 8
MAX. CI
FRAME SASH PP. >- zo—
--
HEIGHT. EIGHT DLO 14"
HEIGHTz O'�q
MAX.TYP. i�X u)
�T�
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z
< <
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a�zz
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X— A Ooz QE
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LOCK CENTERLINE LOCATED W.
I\ -95'p
22
3
QR C
MAX.M �2,5 5
. S D",
4"
9' FROM JAMB(TYP.)
MAX.TYP. SERIES TECH 5605 VINYL AWNING uj %Aa
OPERATOR LOCATED AT -OUT BOTTOM) WINDOW
of
6 (PROJECT
CENTER OF SILL w
A A
EXTERIOR VIEW-ANCHORAGE u)
—
283
298 MAX. INSTALLATION NOTES: Robo,J.Amouso,P.E.
Fo.d.PE.No.49752
DLO WIDTH 1. HEAD AND SILL ANCHORAGE THE SAME.
2. JAMB ANCHORAGE SAME.
SERIES TECH 5605 VINYL AWNING 3. +/-1"TOLERANCE ON ANCHOR LOCATION.
3.1. TAPGON MINIMUM SPACING IS 4"OC. No dB 52i -.*.s
(PROJECT-OUT BOTTOM) WINDOW 3.2. WOOD AND TAPPING SCREW MINIMUM
EXTERIOR VIEW SPACING IS 2"OC.
SIGN PRESSURE RATING(PSF) IMPACT RAT NOTES:
LARGE MISSILE 1. MAXIMUM ACTIVE PANEL(SASH)SIZE:34.19"X 34.06"(34-3/16"X 34-1/16")
+55.0/-55.0 IMPACT 2. DAYLIGHT OPENING(DLO)SIZE:29.38"X 29.12" (29-3/8"X 29-1/8")
,000 3. NO WEEP HOLES EMPLOYED PRODUCT REVISED
as= o
1 Ing with the Florida
lod
.B"OA_No. 20-1103.05
Expiration Rate 05/30/2024
By
Mialado Product GontreT
PROPERLY SECURED 1X 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 35 PROPERLY SECURED 1X m
WOOD BUCK BY OTHERS 36 INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS
(SEE NOTE 3, SHT. 1)^` (SEE NOTE 2, SHT. 1)
WOOD BUCK PROTECTION BY 1/2" MIN, u r o
� 4 WS: 1" PAIN. ED�F. DIST.
OTHERS (SEE NOTE 3, SHEET 1) EDGE GIST. i'L WS: 7/8" MIN. EDGE DI$T. BY OTHOERS d
o �\ SEE NOTE 2, SHT. 1
CONCRETE BY OTHERS )
SHEATHING
--.._
( ) I LL
(SEE NOTE 2, SHT. 1) _ ;' .�� v v q 1 1/2" MIN. BY OTHERS w
_ v EMBEDMENT r w
EXTERIOR FINISH- :, #14 WS: 1 1/2" MIN. EMBEDMENT � ao
I- 1/4" MAX. BY OTHERS'•, #12 WS: 1 3/8" MIN. EMBEDMENT a aE
L
`.a..; .— SHIM SPACE
EXTERIOR FINISH--/ } 1/4 MAX.
BY OTHERS o� ('^ {-SHIM SPACE o
PERIMETER. CAULK
❑
BY OTHERS 3 PERIMETER OTHERS
❑ o
15 1 BY OTHERS
.n � o LL
28 [ ° 4 15 3� a a o
2 D 0 — — 77 28 �° 4 05
1314
I
N
�1 13 _j< � m� Z
SEE GLAZING \J I \�` 5 ° Lu
J `
WINDOW EXTERIOR DETAIL 1, INTERIOR EXTERIOR w
SEE GLAZING 3 Z=<>0 41 F.i
HEIGHT SHEET 4 WINDOV/ m ¢>O 4
DETAIL 1, INTERIOR HEIGHT t7 p c�o 0. J�8
SHEET 4 Lu of -o eP,
14 14\ _ I_ .3 5 I 3 5 wV a to fi
r <
104
13 4 u¢ ®�
11 6 �r
AIJCHOR-TO-SUBSTRATE
EDGE DISTANCES ARE 11 \� 6 w v 8--
TYPICAL AND
f, _ w
2 CI L3 7 MEASURED TO BOTH 2 J 7 >
15 8 SIDES OF SUBSTRATE 15 8 a
° o-_ _ °
28 18 23 28 )I — 16 23 Robert J.Ammucq P.E.
Flontla P,E.No,49752
ES
PERIMETER CAULK 1 jPM
BY OTHERS 1/4" MAX. 0 3 _ 1/4" MA.. ENst:-.9G,..
_SHIM SPACE SHIM SPACE �:Q� No 49 52
PERIMETER CAULK
EXTERIOR FINISH---_. ,I a —}- BY OTHERS
BY OTHERS r
CONCRETE BY OTHERS - - e 1 2" MIN
SEE NOTE 2, SHT. 1 e /� .a c• ' coSSt oF11,. pip'
( ) ,: ." '� a c EMBEDMENT Tiy:•I ` #14 W... 1 1/2"+MIIJ. EMBEDMENT
EXTERIOR FINISH f #12 WS: , 3/8" MIN. EMBEDMENT rrnuniuM.
PROPERLY SECURED 1X-f BY OTHERS
W00D BUCK BY OTHERS I_1 1/2" MIN. SHEATHING 2X WOOD
(SEE NOTE 3, SHT. 1) II TT EDGE DIST. BY OTHERS BY OTHERS
WOOD BUCK PROTECTION 1/4" ITW TAPCON 36 (SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #14 WS: 1" MIN, EDGE DIST. _
SHEET 1) #12 WS: 7/8" MIN. EDGE DIST.r �. PROPERLY SECURED 1X PRODUCT REVISED
#12 OR #14 WOOD SCREW \-WOOD BUCK BY OTHERS as complying with the Florida
INSTALLATION ANCHOR 35 NOA-No. 20-1103.05(SEE NOTE 2, SHT. 1) Building Code
A VERTICAL SECTION coNcee'lrsvusraA•re A VERTICAL SECTION Expiration Date 05130/2024
WUUD SUI35TRATG By
Miami-Dade Product Cantro
l
4
INSTALLATION NOTES:
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLO'MING Q
1.1. WOOD FRAMING,
0
1,2. STEEL STUD FRAMING, -
1.3. ALUMINUM FRAMING.AND o
#14 SHEET METAL 37 1.4. CONCRETE AND/OR MASONRY.
SCREW/SELF-DP.LUNG SCREW -.METAL SUBSTRATE _. 2X WOOD FRAMING,IXOR 2X'•=D BUCK.METAL FRAMINGAND CONCRETEIMASONRY OPENINGTO BE DESIGNED AND ANCHOREDTO xr'n
INSTALLATION ANCHOR BY OTHERS PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE
(SEE NOTE 2, SHT. 1) ARCHITECT OR ENGINEER OF RECORD. LU w &
EXTERIOR FINISH- 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS 11SED,INSTALLATION ANCHORSW L PASS THROUGH WI11DOW FRAME a Q
BY OTHERS ,3/4" MIN. 3 THREADS MIl`i. ANDIX BUOKINTO COrRETERMASONRY SUBSTRATE,WHEN USED,IX BUCKS SHALL BE DESIGNEDAND ANCHOREDTO PROPERLY d
r-; EDGE DIST. -EMBEDMENT BE'YOhdD TRANSFERALL LOADS TOSTRUCTUREANU IS TILE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS
-.1 r MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTIOrA OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ul
(TYP.) INTERIOR WALL ARCHITECT OR ENGINEER OF RECORD. c
1/4" ;SAY..
A. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16'OR GREATER OCCURS.
rSHIM SPACE MAXIMUM ALLOWABLE SHIM STACK TO BE 1W,
5. FOR ANCHORING INTO CONCRETEIMA.SONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICE'IT, LENGTH TO ACHIEVE A 1 11z MINIMU A
E1.IBEDMENT INTO CONCRETE VATH 1 1rZ MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY VMTH 2-MINIMUM EDGE
DISTANCE.LOCATEANCHOP,SAS SHUArJ IN ELEVATIONS AND INSTALLATION DETAILS.4-MINIMUM SPACING BE-PNEEN ADJACENT ANCHORS m o r
PERIMETER CAULK' 0 SECURED.ANCHOR LOCATIONS HAVEN-I"TOLERANCE,
BY OTHERS
FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: -J W A`it
6.1. Ail PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 13/6"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8' 7 H a
MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN Q
15 II(`II 1` ELEVATIONS AND INSTALLATIONDETAILS,ANCHOR LOCATIONS HAVc+/.t"TOLERAFCE, p
I 1,,2. nt4 PAH HEAD WOOD 5CREVIS(WS7 WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH V } z
IUI 4 MA NIMUM EDGE DISTANCEAND MINIMUMANCHOR-TO.ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORSAS SHOWN IN Q
ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE.1-1"TOLERANCE,
7. P-OR ANCHORING INTO METAL STRUCTURE USE 04 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH Z( ^J <
TO ACHIEVE'3 THREADS MINIMUM BEYUNU STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM N z< Ia-• fr Z
\ ANCHOR.-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATEANCHORSAS SHOWNIN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR �a_a W
14 \� LOCATIONS HAVE I.V TOLERANCE a- W
J
13 J g
\� 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. (}j�� Z�^�
5 z(� 50 F.
P PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. CLu DO U
EXTERIOR ` Lu mw Fad
SEE GLAZING I WINDOW o: ~ W ae
DETAIL 1, G ANCHOR-TO-SUBSTRATE o g
INTERIOR HE HT EDGE DISTANCES ARE N V Q az'
SHEET 4 TYPICAL AND W c3 m tas
L -�.� MEASURED TO BOTH 7/8" O.A. LAMINATED GLASS CONSISTING
14 I 3 5 SIDES OF SUBSTRATE OF: EXTERIOR LAMINATED GLASS - (2)
NOMINAL_ 1/8" A1INEALED GLASS W/ >` W uF nw
13 4 --0.090" KURRAY AMERICA INC. 1ROSIFOL m R./
INTERLAYER, 7/16" AIRSPACE W/ m m
STA114LESS STEEL SPACER (TYPE SS-0),
2 0 — 7 INTERIOR 1/8" TEMPERED GLASS a n
Rnhen J.A--,P.E.
FWd.P,E.N..49752.
\ INTERIOR ` `�jAME8��/p
EXTERIOR
1 n 0� I'I -Q 1/4" MAX. I / � _ 14 *: �No a9 52 O
UU LLLIII \:J rSHIM SPACE
p p 1/2" GI-SASS ' '9'`UsrASE g�V.v
PERIMETER CAULK 4> F- SITE _
BY OTHERS �p.•`��
3/4" 6SUd. 3 THRSUS P.1UJ. f 11
EDGE DIST. EPABEGMFNT BEYOND 4E. O ❑
EXTERIOR FINISH (TYP.1 NTERIOR WALL
BY OTHERS METAL SUBSTRATE
#14 SHEET METAL BY OTHERS PRODUCT REVISED
SCREW/SELF-DRILLING SCREW `(SEE NOTE 2, SHT. 1) GLAZING DETAIL 1 pz �
as eom so idn,I in with the Florida
INSTALLATION ANCHOR NDa-No. 20.1903.05
VI RTICAL SECTIQN Expiration Date05/3012024
\,A MH'fAL til1BS'IRA'i'6 9y
Miami-Dado Product Control
a
,A
a
2X WOOD
FRAME BY OTHERS 1/4" MAX.
SHIM SPACE 1/4" MAX. SHIM ;PACE 1 1 MIN. EMBEDMENT - CONCRETE
(SEE NOTE 2, SHT. 1) /2"
SHIM AS REQUIRED MIN. EMBEDMENT - MASONFCf
22
INTEB-10-R 8 22 e,
#14 WS: 1 1/2" MIN. EMBEDMENT �-t �
1 3 \7 6 4 5/{1'L WS: 1 3/8" MIN. EMBEDMENT 3 14 3 5 4 6 7 1 36 1/4" ITW TAPCON INSTALLATION ANCHOR 3 x
w a
00
12 OR 14 WOOD SCREW Q' Q. 1 ij2"" MIN. EDGE DISTANCE - CONC. l ac
I� if 35 \ - _�( \ G 2" MIN. EDGE DISTANC E - MASONRY 'w
INSTALLATION ANCHOR J u Q
^9r-CONCRETE OR MASONRY
714 WS: 1" MIN. EDGE DIST. [J_' -(� BY OTHERS W ¢
H 12 WS: 7/8" MIN. EDGE DIST. 9 a (SEE NOTE 2. SHT. 1) a o
- `` -PROPERLY SECURED 1X gm a o
PROPERLY SECURED 1X ;;:y;:;l SEE GLAZING WOOD BUCK BY OTHERS �N
WOOD BUCK BY OTHERS y; ,'C':'<r �7 �a" (SEE NOTE 3, SHT. 1)
15 2 14 DETAIL 1, 14 2 15 17 n
(SEE NOTE 2, SHT. 1) SHEET 4 V OF a
18 WOOD BUCK PROTECTION BY ow
SHEATHING EXTERIOR OTHERS (SEE NOTE 3, SHEET 1) ¢ Z 2i
BY OTHERS �j= �o
EXTERIOR FINISH ?c�r�z ¢ vi
EXTERIOR FINISH -PERIMETER CAULK PERIMETER CAULK BY OTHERS a a � z z
BY OTHERS BY OTHERS BY OTHERS
aa..0 �w
C7 J
HORIZONTAL SECTION z,X?O N �;
HORIZONTAL SECTION W 0 4 4
1vOODFkA �Sl!B51TW'IP ANCHOR-TO-SUBSTRATE C U 0< o"
EDGE DISTANCES ARE CON(T<ETE/b1ASUYRY w O F ww
TYPICAL AND SUBSTRATE o =W J LL v a
MEASURED TO BOTH N Ou
1 4" MAX. SHIM SPACE SIDES OF SUBSTRATE �p
/ w ®oowo
SHIM AS REOUIRED u g
�<
ROR g 16 #14 SHEET METAL �a �T
14 3 5} 4 6 7 1 37 SCREW/SELF-DRILLING SCREW 6
-(\ INSTALLATION ANCHOR _
Robad J.A--,P,E.
---- 3/4" MIN. Flodd, .E.rao.4s752
�J EDGE DIST. (TYP.) ,IANN%'Ip g S 4!ell i
C� No 49 52 :O. '
0 3 THREADS MIN.
EMIBEDME'T BEYOND INTERIOR WALL 2' ;¢r
LSUBSTRATE
UBSTRA HT B;)OTHERS
(SEE NOTE 2,
SEE GLAZING EXTERIOR �,...;;:
DETAIL 1, 14 2 15 3:
SHEET 4 /
—EXTERIOR FINISH
PERIMETER CAULK BY OTHERS PRODUCT REVISED
BY OTHERS as compleng with the Florida
Building Code
NOA-No, 20-1103.05
HORIZONTAI.SECTION Expirattiion Onto 05/30/2024
1J UET.4L S11BS1RA'117 BY
Miami-Bado Product Control
Y
rc r 4
MAIN FRAME SASH FRAME GLAZING BEAD SCREEN FRAME SASH REINFORCEMENT m
0.085" TYP. WALL THICKNESS �`J 0.080" TYP. WALL THICKNESS O 0,070" TYP. v 0.045" TYP. 15 0.05" TYP. WALL THICKNESS c „
WALL THICKNESS WALL THICKNESS GALVANIZED g
3.250 —2.459-- J.,�
--I
d.552
�- -- -0.750 0.935- FLL x
— 0.720 i 1 r 1.383 w o R
2.527 0.628 L�oCr 2.424 _�_�❑—� 1.031 0.730 a 5
w
1.41.J 0.777 >
498- -L---------— ------- J
9 1.412— u 0..31
0.510 - -- ° 0 0
o
-i z c) U.
�-WELDED MITERED
} 0M0 0�
CORNER CONSTRUCTION
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D ETAL 1
MASTER FRAME
CONSTRUCTION PRODUCT REe'Se®
as complying with the Florida
Building Code
No"o. 204103.05
(SASH FRAME SIMILAR) Expiration Date05/3012024
By ,
Miami-Dade Product Contra
K
K
Series Tech 5605 Impact Awning/Bill of Material
Ilenallo. Description Part Numbers Supplier Material(Note) � -
Frame Components d
1 Master Frame IV White 108317733 Energl I Royal White PVC_(2) -"
2 Sash Frame(Operating Sash) IV White 108417734 Energl I Royal White PVC(2) W r z
3 Glazing Bead Stop(Operating Sash) IV White 108017753 Energl/Royal White PVC 2) o N
Screen Components,
a of L
4 Single Leg'Frame New White 06516NEW192 Shapes`Unlimited Aluminum
5 Fiberglass Screen Cloth Charcoal!36"x 600' 3000020 Phifer Fiberglass
6 Screen Spline EX-FLX-Q165-BK Imperial Plastic USA
7 Aluminum Comer Keys CK252X260 Hygrade Metals Aluminum
8 Screen Clip Clear 8794352 Ashland Hardware ^
9 30PP12-18P50-9116 X1 318 X 3 Foam Block W0511022 Lindenmeyr m o
10 Accessory Parts Installation Translucent 02-MX0150010C2 Novagard Silicones a ^
Glazing
0
11 Glass Setting Blocks Sash 2NB-8K-0.0062-028-064 Frank Lowe Neoprene w170 to 90 Shore A Durometer > °
12 Operating Sash E366 2.7mm 10.09 Trosifol PVB Interla er IG Hurricane Laminate Impact Cardinal Kuraray America,Inc.Trosifol PVB
v=.0m
13 ENDUR IG with XL Edge SS Spacer 'SS-D TYPE Cardinal Stainless Steel ?2'z K Q ..< a
14 Wet Glaze O erating Sash 552 Sikaflex Black Sika US nx a w z
Reinforcement,Hardware and Hardware Fasteners i a
15 Sash Frame Reinforcement(Operating Sash ST-888-168-0.062 Hygrade Metals .050"Galy. 1 �n 22 Z
( P 9 ) Y9 ( ) IZZ)�-0 N
16 Encore Awning Operator 51.11.00.211 Amesbury rrruth W o U o; ;R
17 HGE CS ULAssembly Impact 14.97.00.230 Amesbury frruth a o z Ln a"
18 HGE CSM LL Assembly Impact 14.97:00.231 Amesbury rrruth w Y._
19 Encore Keeper LH 32627.93 Amesbury[Truth (n u
20 Encore KeeperRH 32626.93 Amesbury rrruth w ®n3 °
21 Encore Tie Bar Guide 33706 Amesbury rrruth W g `w
22 Encore Multi-Point Lock I Short!Gasket 24.30.32.004 Amesburyrrruth
23 Encore Folding Handle 12614.32 Amesbury!Truth r o
24 Encore Operator White Gasket 32658 Amesbury rrmth
R.25 Spacer Operator Impact 21544 Amesbury/Truth Flb d J.:E.Nu':o.P.E.
P P p Flontla P.F..No.497v2
26 MP Tie Bar Guide 14583.92.00,110 Amesbury rrruth `,�,,j DAMES A
27 #10-24 x 11116"Self Ta ping Machine 19128.92 Amesbu [Truth ti 0�? �rErJs
28 #6 x 518"Tek/Sash Rebar(2 per rebar evenly spaced), 117595 GLF Corporation Qo 'No 49 52 ao -
29 #8 x 518"Tek/Sash Hinge 120934 GLF Corporation
30 #6 x 518"Tek I Frame Hinge 117598 GLF Corporation 'A STATE,
31 #6 x 50'Tek I Tle Bar Guide 117598 GLF Corporation ?°� �i o R,o?j�.�'�
32 #8 x 112"Pan Head 1 Keeper Screws 1120145 GLF Corporation
33 #10 x 1"FLT Sharp Point 1 Operator Screws 1127318 GLF Corporation
34 1#5 x 318"Tek I Screen Clips White 1116506 GLF Corporation
Installation Fasteners
35 #12 OR#14 WOOD SCREW nla nfa Steel
3fi 1/4"ADVANCED THREADFORM TAPCON Inia I ITW Steel PRODUCT REVISED
37 #14 SHEET METAL OR SELF-DRILLING SCREW nla nla Steel as
complying with the Florida
Building Code
NOA-Tao. 20-1103.05
(1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type AandB,30 ksi to SOksi Yield Strength,GQ Galvanized Expiration Date 05130/2024
(2)EN ERG I FENESTRATION SOLUTIONS USA,INC.,PER THE CU RRENT MD N OA..
By
L"ice
Miami-Dade Product Control
500 SW 121h Ave.
PID# i Deerfield Beach,FL 33442
Toll Free: 800-249-4240
G Local: 561-420-0271
J0D# W I n i ® O ��J C License#CRC 049MEIVED
When It Alust bo 1Doone MOM...Call Storm T1911t1 1 . 12 2021
Section I. Purchasers) Date of Agreement t seed t~Qunry
Name:—�1 Name: g r itiltip
Address:1?08 Yen&- G'f" City: e_ state:_&_Zip.:
Hm Phone: Phone 27 J✓-�desc. Phone 3 desc.
Email Addrcss:ja4�j0_&qW
Mailing Address(if different):
Section II. Seller Agrees to Furnish the Following 1Yindows,Labors and/or installation Services
2 gsygq I -?t<✓ tl �' �I ❑ ❑
3 -tql g 1 It ❑ ❑ ❑
4 101TlG it or EY ❑ ❑ ❑
5 E1J qqV46 TIC
6�El�} `f q voo +PIG it tff L9D ❑ ❑
7 I X 3z Caste 'I ❑ i7 R-L }Jeed&,�ld
37X32-
9B 37 tl O C7 QrL ,,
101 377
z `' o ❑ -� Ir
III a 'ram tl ❑ ❑ Cl D ❑
13 f 3S' D t-I Il Ory, d
14Dtni ?�
Is&, 3111 V1 Lil d Q
Section III. Remarks/Instructions
Section IV. Order to include: ._7llaterial_Installation Labor_Permit—Removal of nit Debris
S orm tight 3lrindowx abet to fur M mattrials andror labor in accordance with the sdxci6c3tions in the window detail atbched to this aUeantnf.We will
prtpate,pry fa.and submit the permit package through cur licensed contractor.once Me Vomit is authorized and ready,we will aftange for an irtstallation
<tVhea providing mstaia►only we will drop ship the trulerial to the pruiect site and the homcowncrs is mronsible for the labor and permits.
Section V. Price/payments 1'urchascr is responsible Cot return chccki.Fee of S35 ptt clux
❑Cash Z(Finance �s "� I10A
Job Amount S Job Amount S ea(7�V(w
Deposit(30%) S Deposit i ❑1es iVo
Commeneement(60%) S FinanceAmount
Completion 00%) S _—
Credit Card payments are not to exceed 10%of contract amount and cannot he used for commencement or final payment.
Section Vr. Terms and Conditions Msspeement includes lermsrnlhebzckmMcoft.`�jagrccment-
Section VIL Buyers Agreement
live ate undersigned.bac{y inahwitc the contractor to verify and m dew my/our credit record with in independent credit[eporth-q agency and relearn thtaa from all liability
in.rt.-red from inadvenenl omrsions or ermrt.Lkleu othrnvisc rperifird,it is understood dial the pvtchaser a ttady fur work to be&ia
alndlac and Complete Contract:this h a binding and complete contacL ycu may not eweel Ibis agreement ecupr,m stue171:is tontraet coven and svpmedep all
crnvatations;ar.ements ari agreement%eapresird or implied,hct.ras the patties,their agents or representatives.Contractor to procure all permits by Vaal law.
Tbu L•lour wG[lutb■..I"red tf T.■d.out w W th.nand,.r tenter,p0 my crnfrl Ihb►t--of by prodAlnt wrlitee volt.,to lhr tell,,to prno.,by ldetnm or by msdl lbb
.otir.morn ladx■te tau 7•.do.•r vru Ur ermJ.rr un'rerr rod muse M d.a+•end.r p..Imrr1rJ brfer•vvdnitbt of the third hanatet day rner)ou tip tbtt rarnmrat it yaa'meet
rattgr.e set,[brr,nerm.T.0ksnpoler Past attbr task downpgmmL.Snrt[ompra)IatNotltrorCrurr[Itolforn[Of[vuphn.lboerlhlrrltbtI-t"_kd(tnttlptorr
[Pmpltl.lr asl,d ear t.pT•f tbtt ra0 of-Ifh boll fople .sn t pre ritnfora la- n.�E�r�+lh�hlt tear[ootnttbu been[ItnN an
ca.or SAY 1 .t cur eL�(C _$fair rf j�jjK iUEr
oven Sl;aanr■ _ Dnet �� Ftrprtarvt■the
B.TenStautm parr RrpS}aadvn _ __
Dil-Double stung,SH-5ingle Hung,XO 511der-2lite horizontal,XOX-3 the horizontal.slsapc-ahape window,C -Casement Window,AWN
-Awning V indow,Pic.Picture Window,SL-Side lice,PD-Patio Door.Fit-French Door,Ent-Entry Door
- 500 SW 12th Ave.
# ST�� TIGHT Deerfield Beach,FL 33442
PID
Toll Free: 800-249-4240
WIND ® W S Local: 561-420-0271
JOB# A COMPANY OF'' S" License#CRC 046091
RECEIVED
When it(dust be Done Rlght.,,call Storm Tlghtl
Section L Purchaser(s) Date of Agreement—q—/-3Qj---1 �O V 12 C 02 j
(J�) Name:
Name:� '}" State: Zip: — tr 64lol I County
Address:"O B O- - City: _ drmitting
.� dcsc.
Flm Phone: _,Phone 2 �i-3 /��descra�-Phone 3�—
Email Address:�l�tAD--@ p1all=oni
Mailing Address(if different):
Section H. Seiler Agrees to Furnish the Following WindowsLabor,and/or Installation Services
,, ,• it
bl .,• _ -a+s_`'t"1 �.. l ;l it
,•1�
I 2 HAh 3 % F} .5 '� O' (� [I le-
34H 8 3S ft7-5L II ❑ Q' ❑ ^�
5 ® p p O Q
G Q ❑ O ❑ O
7 O Q ❑ ❑ ❑
s ❑ ❑ Q Q ❑
9 Q O O O (J
10 O O Q Q ❑
11 CI O ❑ Cl Q
12 Q Q O O ❑
13 ❑ Q Q o ❑
14 Q ❑ Q Q Q
15 O O ❑ ❑ ❑
lG ❑ ❑ ❑ Q ❑
Section III. Remarks/instructions
Section IV. Order to include: —Alaterial_.Installation Labor Y—PermitRemoval of nil Debris
st=tight Rindaws sure to furnish rnalrriale aadfor labor in aceordsnce with the spccirrealiorts in the window detail attached to this agreemer,L We will
pupate,pay for,and submit the remit package through our lictnsnl contractor.onto the peril is authotized and mdy,wt will arrange for an installation
dee.vihen providing material only we will drop ship the material 10 die project site and the hooltowncrs it traponsihle for the labor and prnnits.
a
Price/P lnentS Purchaser is reslvasible for return checks.fee of S35 per check
Section�'. y
Casiltlounl S �innnce 110A
JobAt Job Aniount SoZ7�(wv
Deposit(30Y.) Dcp �}
S __ oan S Elves
Commencement(60%) S t•YuanceAmnunt Sp��(_(jrr•
Completion(10Y) S
Credit Card payments are not 10 exceed 10%ofcontract amount and cannot be used for commencement or final payment.
Section VI. Terms and Conditions This tgreemrntlnclwlet terms on the bock sbdeofdluagreement.
Section VIL Eiuyers Agreement
LtAc the undersignei hcnby aulhod'a the Contractor to verify and review mytour credit record with an Independent credit rrrmting agency and trlease them from all liability
in.•wred from inadve:ter rrmissium or mots.Unless odbouite apceifred,It is undertord that the Inrrchaser is ready for wmk to begin,
Binding mod complete Contract:this is a binding and complete amlracL You nuy not cancel this agcemcut except as natcd.This contract covens and supersede s all
.,ws3tianl;aratcmeats and aisrcmcnb,taptetsnl or imrhrd,between the parties,their agents of rerrrscntAi,es.Contractl•r to r ocure all permits by local law.
T1F h•homesollrtuan pl,.•^d a10a d^ .Iw•oltb,a,.,.t.•ran ln.,y.e Qy u-rtl tbl,,Crcrmsalbr pro,i-'lac-tuna polkr to 1kt t.ntr In p,nne,b,tdeanm or by malLlbh
nc•rl^dk•1era.1loade.or-anl lh,aood--ket.el b,r.nntd.ICbl.rlho thin!b.,lne.td.y aftrr I. tir.1S1-grnm,nL 111ou races
mt,.tt ms.mn,ner�.r•a a^r•11.rp.n r1h,u.ad^.ap•1„uat.b,••ccorep•naLt Errs of cantsaulnn fnrnbrme ttpl,atti nor ibis rt;hL l.ranowltJre ta,ipl.1a
.ample mkd..l mpy•r nu t a.11 o(71 pat ofa oar o i i rm,in-11--hurl.No islet co.tnct bat t• sltotd on
MIA
.r_ ./:�n/s�Iticlry ���i.00t'�+J�t1
IlryenSltamtort ►/ fAr1..� Dgtiz— / ntpmcntedre
Dgcrs St�.aatmr. Dale nrp Sign dare 2 _
DH•Double Hung.SH•Sinee Hung,XO Slidcr-2 hie hnrizontol,XOX-3 hie horizont3l,shape-shape window,CAS-Casement Window,AWN
-Awning Window,Pic-picture Window,St.-Side 1.11e,PD-Patlo Door,Fit-French Door,Ent-Entry Door