HomeMy WebLinkAboutProduct Approval (4) I'
M IAM I-DADE MIAMI—DADS COUNTY
01.1 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF OF ACCEPTANCE (NOA) www.miamidadLeov/economlwww.miamidadLeov/economy
Regency Plus,Inc.
2000 Locust Gap Highway
Mount Carmel,PA 17851
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 RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.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. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series"54057 White PVC Horizontal Sliding Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider
Window", sheets 1 through 6 of 6, dated 11/26/08, with revision J dated 01/08/18,prepared by PTC Product
Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade County
Product Control Renewal 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
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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 renews NOA No. 18.0122.12 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.18-0911.04
MIAMI•DADE COUNTY Expiration Date: July 22,2020
Approval Date: October 11,2018
Page 1
YWO2 f 1S
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 under NOA No. 08 1210.12)
2. Drawing No.RPLS0063,titled"Impact Series 5405 Horizontal Slider Window",
sheets 1 through 6 of 6, dated 11/26/08,with revision J dated 01/08/18,prepared by
PTC Product Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E.
(Submitted under previous NOA No. 18-0122.12)
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 a white PVC horizontal
sliding window, prepared by National Certified Testing Laboratories, Test Report No.
NTCL-110-11507.1, dated 08/18/08,revised on 09/03/08, signed and sealed by Harold
Rupp,P.E.
(Submitted under NOA No. 08-1210.12)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 03/31/15, with revision dated 09/01/15, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E.
(Submitted under NOA No. 15-0618.03)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 16.0712.03,issued to ENERGI Fenestration Solutions
USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 08/10/17,expiring on 02/28/18.
Manuel Pe owl
re ,
Product Control Ex mi r
NOA No. 18-0911.04
Expiration Date: July 22,2020
Approval Date: October 11,2018
E-1
S
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 61h Edition (2017), dated January
8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso,P.E.
(Submitted under previous NOA No. 18-0122.12)
2. Laboratory addendum letters in the Test Report No. NTCL-110-11507-1, issued by
National Certified Testing Laboratories, dated 03/31/09 and 05/01/09, both signed and
sealed by Harold E. Rupp,P.E.
(Submitted under NOA No. 08-1210.12)
3. Laboratory compliance letter in the Test Report No. NTCL-110-11507.1, issued by
National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold
E. Rupp,P.E.
(Submitted under NOA No. 08-1210.12)
G. OTHERS
1. Notice of Acceptance No. 15-0618.03, issued to Regency Plus, Inc. for their Series
"5405" White PVC Horizontal Sliding Window— L.M.I., approved on 10/01/15 and
expiring on 07/22/19.
Manuel Pe ez,P.E.
Product Control xa iner
NOA No.1 - 911.04
Expiration Date: July 22,2020
Approval Date: October 11,2018
E-2
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None
B. TESTS
1. None
C. ; CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory.and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 18-0122.02,issued to ENERGI Fenestration Solutions
USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, expiring on 02/28/23.
F. STATEMENTS
1. Letter from manufacturer requesting a 1-year extension to allow time to perform
verification test, dated 06/11/18, signed by Tony Procopio,Plant Manager.
2. Testing agreement letter, dated 06/12/18 between National Certified Testing
Laboratories (NCTL) and Regency Plus,Inc., issued by NCTL and signed by Justin L.
Bupp,Laboratory Manager.
G. OTHERS
1. Notice of Acceptance No. 18.0122.12,issued to Regency Plus, Inc. for their Series
"5405"White PVC Horizontal Sliding Window—L.M.I., approved on 03/08/18 and
expiring on 07/22/19.
2. This is a one year approval, subjected to successful verification test.
Manuel Pe z,P. .
Product Control txamine
NOA No. 1 . 4
Expiration Date: July 22,2020
Approval Date: October 11,2018
E-3
- -- - -- - REGENCY PLUS, INC. Ttlu
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IMPACT SERIES 5405HORIZONTAL SLIDER WINDOW- LMI 4
INSTALLATIONANCSORAGEDETAILSXF
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INSTALLATION NOTES:
1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED T.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR c m
BUILDING CODE(FBC)INCLUDING THEHIGH VELOCITY ® 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. LL
HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS p Q g-t O
STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO Z .-
MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR w gg
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE W O S
UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Y p
NCTL-110-11507-1 DATED 0820/08 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK Z
LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NOA). MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH.SHIM V 2 m m O
ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1/161NCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN Z F n Q 1- O tri
TESTING PROTOCOLS TAS-201,TAS-202 AND TAS-203. ®8.NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S q=¢ 3 i N z
PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL IL O<
3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTM E13DO-04el. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS It.a w o e
TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE U y 09
THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS'X'AND'O'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 121NCH ANCHOR MANUFACTURER. Z.
a�=p
WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 ,00 O X.
< a. e
HURRICANE ZONE(HVHZ)REQUIREMENTS. X.OPERABLE PANEL INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS to—:F-
O:FIXED PANEL ® HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE h a
4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE! FOLLOWING PROPERTIES: g w w 9
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 1Y3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE MASONRY, h w , '�a
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 114 INCH ITW ADVANCED THREADFORM TAPCONS OF A. WOOD PROTECTION.WOOD PROTECTION.WOOD- CI c
TRANSFERRING APPLIED PRODUCT LOADS TO THE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: PRESSURE TREATED SOUTHERN YELLOW PINE. C~J S
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST a d
OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, 5.1.1. 1112 INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBC/FRC AS
APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.1.2. 1-12 INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION.
S.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 52. MASONRY SUBSTRATE ®B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF a"
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 52.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND CONFORMS TO ACI 301.
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 1Z IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 522. 21NCH MINIMUM EDGE DISTANCE '�L C. MASONRY-STRENGTH CONFORMS TO ASTM C90,
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF REQUIREMENTS EXIST.USE OF AN APPROVED IMPACT MEDIUM WEIGHT WITH DENSITY>117 PCF. RobertJ.Arooraso,P.E.
RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1 1/2 INCH Florida P.E.No.49752
6,THE INSTALLATION DETAILS DESCRIBED HEREIN ARE WOOD SCREWS. ifI%
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE a���•� JAP..ES
FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO Qk?:•�jC NgO,Q
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. O: F -G�
DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY NO 49752 :O
ELECT ONE OF THE FOLLOWING OPTIONS:
1
A.OUTSIDE HVHZ.REQUIRE THAT A LICENSED
ENGINEER OR ARCHITECT PREPARE AND SUBMITSITE STATE OF /1I
DOCUMENT.SPECIFIC DOCUMENTS FOR USE WITH THIS 1tWUOT RF.NEWm a F'�-�O q 1 O
B.(NSIDE HVHZ;REQUIRE THAT A ONE-TIME SITESPECIFIC APPROVAL BE PPLIED FOR AND OBTAINED tsoidhaglCode Uh the Flm�ftit P*/0NA'
FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL TABLE OF CONTENTS 4, p;ence No •0 ;
SHEET REV. SHEET DESCRIPTION ¢spite+daa Datz 2
1 F GENERAL AND INSTALLATION NOTES 13Y PRODUCT REVISED
2 F ELEVATION AND ANCHOR LAYOUTS .s1;,et:.7,.dc:'>cdeieY as c—plying with the Florida
3 F VERTICAL SECTIONS 8uildbmg Code
cceplm«Na B-o)22.�2 I
4 F HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING Expiration Da 9 j
5 F CORNER DETAIL
6 F COMPONENTS AND BILL OF MATERIALS :1,55 0 LARGE MISSILE Y
IMPACT 4fi Dale Product
I
L/4"MAX FROM
RNERS(TYP.) 12"MAX.O.C.(TYP.)HEAD&SILL @ HEAD&SILL
ROM PARTING 12 1/2"MAX.O,C,(IYP.)OP CORNERS HEAD&SILL 4 W
FROM PARTING W o
STOP CORNERS(TYP.)
I
a
II �
5 1 MAX.
FROM
FRAME
CORNERS(TYP.) ii m
13" ii 12"
O.C.TYP. O ii X O.C.TYP. oo °
11 Z N
11
I 74"MAX. ; w S o
FRAME WIDTH I
r 'h
co
3MAX. MAX. INSTALLATION �� __ ¢o .. F
D.L.O. D.L.O. ANCHOR(TYP.) i J a a oZZr-gS uqz
I I ZL
MAX. PARTING STOP 0 U�,. a E
FRAME ANCHOR(TYP.) 6"MAX.O.C.FROM o go g�eR
HEIGHT FRAME CORNERS(TYP.) g wa d
-N
STEEL REINFORCEMENTZ N R
3 4" g C 3"MAX.(TYP,)@ HEAD&SILL wn
MAX 3 3 FIXED W1(2)EVENLY FOR WOOD SCREWS
SPACED METAL SCREWS
D.L.O. 4"MAX.(TYP.)@HEAD&SILL
FOR CONCRETE SCREWS
3"MAX.FROM C.L.(TYP.)@ HEAD&SILL AG Ro6"AJ.Anauao,P.E
Fo I I D F Rodda P-E No.49T52
II 4 6"MAX.FROM C.L.(TYP.)@ HEAD&
4 ii 3 po 57 1/2" SILL FOR WOOD SCREWS.
E X (TYP.)4 MAX. 7"MAX.FROM C.L. 0�
4 O ii @HEAD& F �ceNa
D.L.O. SILL FOR CONCRETE SCREWS.
II G
ANCHOR LAYOUT
STATE F
STEEL EXTERIOR VIEW O�• ° P.':�?
REINFORCEMENT 'ea;Ss;<OR�.... �
� NA��Eova�.
I I 1 1/2"x 1/4"WEEP HOLE SMUCTREn
'iag wild 0.07mtCf RODUCT REVISED
2 5/8"FROM END(TYP.) a m.piy
s"sav,gcoa� rcanplyi�g..+min"Florida
A Buildi"8 Code
3 Expl lluoo mu 8- 11 �24 D moo
ELEVATION ®y 0�
EXTERIOR VIEW Gan s Product M mn �P+udki
INSTALLATION ANCHOR. WOOD INSTALLATION NOTES:
SCREW SHOWN. SEE NOTE 5
THIS SHEET FOR ANCHOR SUBSTRATES- - -- __-_--` --
1. APPROVED INSTALLATION
INCLUDE THE FOLLOWING:
TYPE REQUIRED. � ----- —
1.1. WOOD FRAMING 4
MIN. EDGE DISTANCE. SEE 1.2. STEEL STUD FRAMING AND
NOTE 5 THIS SHEET. MIN. 1.3. CONCRETE AND/OR MASONRY
EMBEDMENT, SEE w F
2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO
INSTALLATION NOTE 5 THIS SHEET. STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT
SUBSTRATE BY OR ENGINEER OF RECORD. o.
OTHERS. SEE 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHERE 1X BUCK IS NOT USED,DISSIMILAR
NOTES 1 TO 3 MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR
THIS SHEET. MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. a ,
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF
q (SH/I
" MAX. 1/16"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
SPACE c N
PERIMETER SEAL /l 5. .SUBSTRATE ANCHORING METHODS: m z j OLL
BY OTHERS 5.1. FOR ANCHORING INTO CONCRETEIMASONRY USE 3/16"HEX HEAD TAPCONS WITH SUFFICIENT
CL
N
LENGTH TO ACHIEVE A 1 1/2'MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8"MINIMUM EDGE �+ i
Q DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE 0 o ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/_1^ z
TOLERANCE. Q
5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE#10 PAN HEAD WOOD SCREWS WITH U=`o W—t
2 ao X—
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4"MINIMUM U_P LL H ..< F
EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, u7=¢Y 0 m .,i
ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. �(L a z z
aUW j0
5.3. FOR ANCHORING INTO METAL STRUCTURE USE#10 PAN OR HEX HEAD SMS OR SELF DRILLING U�-2 U 1
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE z:3 Q ¢g
INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS CW7 UO U ¢
AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. W—t F:—cn
WINDOW o 2-z
INTERIOR
HEIGHT EXTERIOR 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. N m
w 1
7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH 6
ASTM E2112. W
MIN. EMBEDMENT,
SEE NOTE 5 THIS
SHEET. 1/4" MAX.
INSTALLATION ANCHOR. WOOD SHIM SPACE -
SCREW SHOWN. SEE NOTE 5
THIS SHEET FOR ANCHOR TYPE �q Florida P EmNo.49 sz
REQUIRED.
1/4" MAX' MIN. EDGE a
Qo SHIM SPACE DISTANCE. SEE INTERIOR
PERIMETER SEAL NOTE 5 THIS
BY OTHERS SHEET.
INSTALLATION MIN. D
SUBSTRATE BY EMBEDMENT, SEE �d
OTHERS. SEE OTE 5 THIS SHE INSTALLATION SUBSTRATE
NOTES 1 TO 3 BY OTHERS. SEE NOTES 1 PERIMETER SEAL
THIS SHEET. EXTERIOR
TO 3 THIS SHEEP. BY OTHERS
MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD WINDOW WIDTH
NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5
THIS SHEET FOR ANCHOR TYPE
VERTICAL CROSS SECTION REQUIRED. HORIZONTAL (JAMB) CROSS SECTION PTC Product Design Group,LLC
WOOD FRAMING, 2X WOOD BUCK, WOOD FRAMING, 2X WOOD BUCK, PO Box520775
CONCRETE/MASONRY OR METAL FRAME CONCRETE/MASONRY OR METAL FRAME Longwood,FL 327520775
321.690.1788 infoQptocorp.com
APPROVED APPROVED FBPE Certilimte of Authorization
No.25935