HomeMy WebLinkAboutNOA 10-02-18M IAM I•DADE MUM-DADE COUNTY
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 ACCEPTANCE (NOA) www.miamidade.gov/economy
Regency Plus, Inc.
2000 Locust Gap Highway
Mount Carmel, PA 17851
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
I DESCRIPTION: Series "5000" White PVC Single Hung Window - L.M.I. I
OC Drawingo. RPLS0062, titled" pact Serves 5 00 Single Hung Window -
L.M.P', sheets 1 through 5 of 5, dated 11/26/08, with revision J dated 01/08/18, prepared by PTC Product
Design Group, LLC, signed and sealed by Robert J. Amoroso, 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. 18-0122.13 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.
MIAMI-DADE COUNTY
�RTI...4
If,
021(S
RECEIVED
JUN 0 9 2020
Permitting Department
St. Lucie County
NOA No. 18-0911.05
Expiration Date: July 22, 2020
Approval Date: October 11, 2018
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 under NOA No. 08-1210.13)
2. Drawing No. RPLS0062, titled "Impact Series 5000 Single Hung Window - LMI"
sheets 1 through 5 of 5, 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.18-0122.13)
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 (b) and TAS 202-94
along with marked -up drawings and installation diagram of a white PVC single hung
window, prepared by National Certified Testing Laboratories, Test Report No.
NTCL-110-11537-1, dated 08/18/08, revised on 09/03/08, signed and sealed by Harold
E. Rupp, P.E.
(Submitted under NOA No. 08-1210.13)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 09/01/15, prepared by PTC Product Design Group, LLC, signed
and sealed by Robert J. Amoruso, P.E.
(Submitted under NOA No.15-0618.04)
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.
km
Manuel Pe
Product Control Elkaminir
NOA No.18 9 .05
Expiration Date: July 22, 2020
Approval Date: October 11, 2018
E-1
Regency Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6tn 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.18-0122.13)
2. Laboratory addendum letters in the Test Report No. NTCL-110-11537-1, issued by
National Certified Testing Laboratories, dated 03/31/09 and on 05/01/09, both signed
and sealed by Harold E. Rupp, P.E.
(Submitted under NOA No. 08-1210.13)
3. Laboratory compliance letter in the Test Report No. NTCL-110-11537-1, issued by
National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold
E. Rupp, P.E.
(Submitted under NOA No. 08-1210.13)
G. OTHERS
1. Notice of Acceptance No. 15-0618.04, issued to Regency Plus, Inc. for their Series
"5000" White PVC Single Hung Window — L.M.I., approved on 10/01/15 and
expiring on 07/22/19.
Manuel er z, P.E.
Product Cont r I Exa finer
NOA N 18- 11.05
Expiration Date: Ju 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
L Notice of Acceptance No. 18-0122.13, issued to Regency Plus, Inc. for their Series
"5000" White PVC Single Hung 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 erez, .E.
Product Contr 1 Exa er
NOA No. 11.05
Expiration Date: July 22, 2020
Approval Date: October 11, 2018
E-3
REGENCY PLUS, INC.
IMPACT SERIES 9000 SINGLE HUNG "LNDOW - LMI
GENERAL NOTES:
1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED
TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA
BUILDING CODE (FBC) INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE
STATED HEREIN.
2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
UPON SIGNED AND SEALED TEST REPORT #
® NCTL-110-11537-1 DATED 09WW8 AND ASSOCIATED
LABORATORY STAMPED DRAWINGS AND WERE TESTED IN
ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE
TESTING PROTOCOLS TAS-201, TAS-202 AND TAR-203.
3. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE
TO THE STANDARDS LISTED IN THE CURRENT EDITION OF
THE FLORIDA BUILDING CODE (FBO) AND IS IN COMPLIANCE
WITH SAID STANDARDS INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ) REQUIREMENTS.
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
STRUCTURE IS THE RESPONSIBWTY OF THE ENGINEER
OR ARCHITECT OF RECORD.
5. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD.
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN, THEN THE BUILDING OFFICIAL MAY
ELECT ONE OF THE FOLLOWING OPTIONS:
A. OUTSIDE HVHZ: REQUIRE THAT A LICENSED
ENGINEER OR ARCHITECT PREPARE AND SUBMIT
SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
B. INSIDE HVHZ: REQUIRE THAT A ONE-TIME SITE
SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED
® FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL
"ST"IAMNANCHORAGEDETAILS
INSTALLATION NOTES:
7. MATERIALS:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
Q 7.1 WINDOW FRAME MATERIAL: ENERGI FENESTRATION
ANCHOR LOCATION SHOWN.
SOLUTIONS USA, INC., WHITE RIGID PVC EXTERIOR
EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS
MIAMI-DADE NOTICE OF ACCEPTANCE (NOA).
THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR
PRODUCT INSTALLATION.
Q 72 GLAZING INTERLAYER KURARAY AMERICA, INC.
TROSIFOL INTERLAYER PER CURRENT MIAMI DADE
NOTICE OF ACCEPTANCE (NOA).
® 8. NOT USED.
9. GLASS MEETS THE REQUIREMENTS OF ASTM
E1300-04¢1.
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
THRU MAIN FRAME WITH LOAD BEARING SHIM(S).
MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM
WHERE SPACE OF 1116 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY
PLASTIC OR BETTER.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
HAVE A CORROSION RESISTANT COATING.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO
NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE 1S MEASURED FROM FREE
EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STREIIGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE
ANCHOR MANUFACTURER.
4. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD
10. DESIGNATIONS'W AND'O' STAND FOR THE
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-112 INCH 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
FOLLOWING:
MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
X: OPERABLE PANEL
INCH.
FOLLOWING PROPERTIES:
O: FIXED PANEL
5. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE /
&A. WOOD PROTECTION.WOOD- PRESSURE TREATED
11. A V3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS A
MASONRY, OR DIRECTLY INTO CONCRETE 1 MASONRY,
(PT) SOUTHERN YELLOW PINE MINIMUM SPECIFIC
WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)
1 USE 1/4 INCH IIW ADVANCED THREADFORMTAPCONS OF
GRAVIiYOF 0.55 LUMBER MUST COMPLY WITH CURRU
SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd=1.6)
HAS BEEN USED FOR ANCHOR
SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING:
EDITION FBC/FRC AS RELATED TO WOOD PROTECTION.
ZL WOOD DESIGN WHERE
WOOD -ONLY FAILURE GOVERNS. FOR OTHER MATERIALS,
5.1. CONCRETE SUBSTRATE
5.11 1 112 INCH MINIMUM EMBEDMENT
A'. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF
APPROPRIATE SAFETY FACTORS PER THE APPLICABLE
5.1.2. 1-1/21NCH MINIMUM EDGE DISTANCE
2500 psi AND CONFORMS TO ACI 301.
B
DESIGN STANDARD ARE USED.
52. MASONRY SUBSTRATE
C. MASONRY- STRENGTH CONFORMS TO ASTM C90,
521. 1 INCH MINIMUM EMBEDMENT
MEDIUM WEIGHT WITH DENSITY> 117 FOR
12. WHERE WIND -BOURNE DEBRIS PROTECTION
522. 21NCH MINIMUM EDGE DISTANCE
REQUIREMENTS MOST, USE OF AN APPROVED IMPACT
PROTECTIVE SYSTEM IS NOT REQUIRED.
6. FOR PARTING STOP INSTALLATION USE #B X 1 1/2' WOOD
SCREWS. 3W INCH MIN. EDGE DISTANCE REQ'D.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER AND SIDING.
TABLE OF CONTENTS
SHEET
REV.
SHEET DESCRIPTION
1
E
GENERAL NOTES, INSTALLATION NOTES & D.P. CHART
2
E
ELEVATION AND ANCHOR LAYOUT
3
E
VERTICAL SECTIONS
4
E
HORIZONTAL SECTIONS, GLAZING DETAIL & BILL OF MATERIALS
5
E
COMPONENTS & CORNER DETAIL
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DESIGN PRESSURE RATING (PSF) IMPACT RATING
i550 LARGE MISSILE
IMPACT
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O.C. (TYP.) °
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9752
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EXTERIOR VIEW EXTERIOR VIEW eAie ►`�����
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20 Prndic[
WOOD BUCK PROTECTION BY OTHERS 1/4" I W TAPCON A
17
(SEE INST. NOTE 11A) ® INSTALLATION ANCHOR
ONE BY WOOD BUCK BY 1 1/2" MIN,® 7/8" MIN.
OTHERS (SEE NOTE 5, EDGE DISTANCE ONE BY WOOD EDGE DIST,
A SHT. 1) BY OTHERS
CONCRETE BY OTHERS ., o v vc • , v 'v v 1 1 /2" MIN. (SEE NOTE 5, SHT. 1)
(SEE NOTE 4, SHT. 1) ;` o EMBEDMENT® SHEATHING
v '• o Q v BY OTHERS'
EXTERIOR FINISH '' v �:a v o
BY OTHERS EXTERIOR FINISH
8 X 1 1 2" is #8 X 1 1/2" BY OTHERS
W00D SCREW # 16 .Z' 4`'..
WOOD SCREW 19 a< 8 X 1 1/2
"
PERIMETER CAULK (] WOOD SCREW
BY OTHERS
� Qo � 1 /4" MAX.
SHIM SPACE PERIMETER CAULK
�L tq BY OTHERS C
HEIGHT
#12 WOOD SCREW A
INSTALLATION ANCHOR
TWO BY WOOD
BY OTHERS
(SEE NOTE 4, SHT. 1)
11 1/2 MIN.A
18 #8 X 1 1
W�
1 /41 /4" MAX.i
1 14
14
EXTERIOR 15 `� D / INTERIOR 1 WINDOW
19 4 EXTERIOR 15 INTERIOR
HEIGHT
9 19 4
8 9
SEE GLAZING DETAIL 8
L i VERTICAL SECTION (ON SHEET 4)
EXTERIOR
10 INTERIOR
#8 X 1 1/2" a
18
1
WOOD SCREW
E'�j
14
PERIMETER CAULK
BY OTHERS
14 U �
S X 1 1 2
78 WOOD SCREW
EXTERIOR FINISH
BY OTHERS
CONCRETE BY OTHERS—4..
(SEE NOTE 4, SHT. 1)
'P
1
1 1/2" MIN.®
ONE BY W00
. o a ' . �..c
EMBEDMENT
BUCK BY OTHERS
' d 4G •C .�
� G
(SEE NOTE 5, SHT. 1)
WOOD BUCK PROTECTION
1/4" ITW TAPCON 17
1 1/2" MIN.
BY OTHERS (SEE INST.
AINSTALLATION ANCHOR
EDGE DISTANCE
® NOTE 11A)
A VERTICAL SECTION
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VERTICAL SECTION
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Florida PE No. 49752
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SHIM SPACE �,,)'WBOOD SM AS CREW
REQUIRED
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" MIN. EMBEDMENT - CONCRETE
14 1" MIN. EMBEDMENT - MASONRLEI
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1 1/2" MIN. EDGE DISTANCE - CONCRETE
• 9 . 2' MIN. EDGE DISTANCE - MASONRY®
9 I
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9 1/4" ITW TAPCON
7
9 ..Q -9 17 INSTALLATION ANCHOR
12
Q
A
•V�— CONCRETE OR MASONRY
❑
Q• BY OTHERS
O9
. (SEE NOTE 4, SHT. 1)
9 ISOLATION MATERIAL
9"
<.
• 9 BETWEEN WOOD
a BUCK & MASONRY
19 B 15 10 9
-1-
;r " 1-1 a ; • OPENING BY OTHERS
;,rtci i
PERIMETER CAULK
ONE BY WOOD
BY OTHERS
BUCK BY OTHERS
EXTERIOR FINISH
(SEE NOTE 5, SHT. 1)
BY OTHERS
WINDOW WIDTH
14 18 #8 X 1 1/2"
E iTEHL4B
WOOD SCREW
HORIZONTAL SECTION
E
CONC12TE/MASONRYSUBSMATS
EFS: ENERGI FENESTRATION
i�TT 7 OF MATERIALS
•ASTM A-Al008A / A109,1� i ,
RLl
® NO�.IPER
CURRENT MO
ITEM #
DESCRIPTION
MATERIAL
MANUFACTURER
1
MAIN FRAME
WHITE RIGID PVC
"EFS
2
FIXED MEETING RAIL
WHITE RIGID PVC
"EFS
3
SASH & MEETING RAIL
WHITE RIGID PVC
"EFS
4
PANEL STOP / FRAME COVER
WHITE RIGID PVC
"EFS
5
SLOPED SILL COVER
WHITE RIGID PVC
"EFS
8
GLAZING STOP WITH HANDLE
WHITE RIGID PVC
"EFS
7
GLAZING STOP OPERABLE SASH
WHITE RIGID PVC
"EFS
8
GLAZING STOP (FIXED FRAME)
WHITE RIGID PVC
"EFS
9
POCKET INSERT
WHITE RIGID PVC
"EFS
10
0.270' HIGH CENTER FIN WEATHERSTRIP
VINYL
—
11
INTERLOCK COVER
WHITE RIGID PVC
"EFS
12
REINFORCEMENT (SASH)15 GA
STEEL ALLOY 100811D10'
REGENCY PLUS, INC.
13
REINFORCEMENT (FIXED MEETING RAIL)15 GA
STEEL ALLOY 1008/1010'
REGENCY PLUS, INC.
14
PARTING STOP
WOOD PT SYP
G=0,55 MIN.
15
SIKA FLEX 552 SILICONE
SILICONE
SIKA
16
#12 WOOD SCREW (INSTALLATION ANCHOR)
STEEL
—
17
1/4-ITW ADVANCED THREADFORM TAPCON
STEEL
TTW
18
#8 X 1 112' WOOD SCREW
STEEL
—
19
718' OA INSULATED GLASS SEE GLAZING DETAIL, SHT 4)
GLASS-
20
BULB VINYL WEATHERSTRIP
VINYL
—
21
HURRICANE TILT LATCH 1057 EWXSEE NOTE BELOW)
STEEL- ZINC COATED
ISO IND
22
ENDUR 9.8 SS SPACER
STAINLESS STEEL
C
23
GLAZING PAD SETTING 13LOCK-2N8-BK-125-028-M
NEOPRENE
O E
INTERIOR i 4" MAX.
SH1M SPACE 18 WOOD SCREW $
SHIM AS A
7 3 10 1 REQUIRED 1 1/2" MIN. a
ti
14 EMBEDMENT w
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EDGE DISTANCE as
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16
#12 WOOD SCREW
INSTALLATION ANCHOR y
12 Q
TWO BY WOOD
❑ FRAME BY OTHERS o
O+R' (SEE NOTE 4, SHT. 1) '' o
ONE BY WOOD
j+." •' BUCK BY OTHERS > Zm
19 8 15 10 9 (SEE NOTE 5, SHT. 1)
SHEATHING BY OTHERS amcj to
� `` z�
PERIMETER CAULK vi = a =w g �+ z
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BY OTHERS 14 18 #8 X 1 1/2" a a o�
WOOD SCREW >- m z� m
WINDOW WIDTH w L) v o e
EXTERIOR FINISH O O o .9 8"
EXTERIORBY OTHERS �a e v z " gegl
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Broward County Fenestration Voluntary Wind Load Chart*
Per ASCE 7-10 Method 1, Part 1 and FBC (2017) for Retrofiting in Accordance with Formal Interpretation #5 ® o� v�
For Detached One -and Two family dwellings and Multiple Single -Family Dwellings (Townhouses) with Mean Roof Height <- 30 feet
Wind 170 mph (3-second gust) / Exposure C** / Kd = 0.85 / Kzt = 1.0 / Pressures are in PSF / Not for use in Coastal (Exposure 'D' areas) F
* Using Allowable Stress Design methodology (P = 0.6w) / ** Exposure shall be determined according to ASCE 7-10 Section 26.7.3 (Exposure Categories) °
Effective
Location:
Mean Roof Height of 15 feet
Mean Roof Height of 20 feet
Mean Roof Height of 25 feet
Mean Roof Height of 30 fe et
Wind
Area
Gable or Hip
Roof
Zone
Zone
Zone
Zone
1
2
3
1
2
3
1
2
3
1
2
3
(ft2)
+
I -
+
-
+
-
+
-
+
-
+
-
+
-
+
-
+
-
+
-
+
-
+
-
10
Gable/Hip
Roof
05 70
(0 to 1.5:12)
16.0
-37.8
16.0
-63.4
16.0
-95.4
16.3
-40.2
16.3
-67.4
16.3
-101.4
17.1
-42.1
17.1
-70.6
17.1
-106.3
17.8
-43.7
17.8
-73.4
17.8
-110.4
20
16.0
-36.8
16.0
-56.7
16.0
-79.1
16.0
-39.1
16.0
-60.2
16.0
-84.0
16.0
-41.0
16.0
-63.1
16.0
-88.0
16.7
-42.6
16.7
-65.6
16.7
-91.5
50
16.0
-35.6
16.0
-47.7
16.0
-57.4
16.0
-37.8
16.0
-50.7
16.0
-61.0
16.0
-39.6
16.0
-53.2
16.0
-63.9
16.0
-41.1
16.0
-55.2
16.0
-66.4
300
16.0
-34.6
16.0
-41.0
16.0
-41.0
16.0
-36.8
16.0
-43.6
16.0
-43.6
16.0
-38.5
16.0
-45.7
16.0
-45.7
16.0
-40.0
16.0
-47.4
16.0
-47.4
10
Gable/Hip
21.8
-34.6
21.8
-60.2
21.8
-89.0
23.1
-36.8
1 23.1
-64.0
23.1
-94.6
24.3 1
-38.5
1 24.3
-67.1
24.3
-99.2
25.2
-40.0
25.2
-69.7
1 25.2
-103.0
20
Roof***
70 < 9 <- 270
(1.5 to 6:12)
19.9
-33.6
19.9
-55.4
19.9
-83.3
21.1
-35.7
21.1
-58.9
21.1
-88.5
22.1
-37.4
22.1
-61.7
22.1
-92.7
23.0
-38.9
23.0
-64.1
23.0
-96.3
50
17.3
-32.4
17.3
-49.0
17.3
-75.6
18.4
-34.4
18.4
-52.1
18.4
-80.3
19.3
-36.0
19.3
-54.6
19.3
-84.2
20.0
-37.4
20.0
-56.7
20.0
-87.5
100
16.0
-31.4
16.0
-44.2
16.0
-69.8
16.3
-33.3
16.3
-47.0
16.3
-74.2
17.1
-35.0
17.1
-49.2
17.1
-77.8
17.8
-36.3
17.8
-51.1
17.8
-80.8
10
Gable Roof
270 < 0 <- 450
34.6
-37.8
34.6
-44.2
34.6
-44.2
36.8
-40:2
36.8
-47.0
36.8
-47.0
38.5
-42.1
38.5
-49.2
38.5
-49.2
40.0
-43.7
40.0
-51.1
40.0
-51.1
20
33.6
-35.9
33.6
-42.3
33.6
-42.3
35.7
-38.1
35.7
-44.9
35.7
-44.9
37.4
-39.9
37.4
-47.1
37.4
-47.1
38.9
-41.5
38.9
-48.9
38.9
-48.9
50
(6 to 12:12)
32.4
-33.3
32.4
-39.7
32.4
-39.7
34.4
-35.4
1 34.4
1 -42.2
34.4
-42.2
36.0
-37.1
36.0
-44.2
36.0
-44.2
37.4
-38.6
1 37.4
-46.0
1 37.4
-46.0
100
131.4
i -31.4
1 31.4
-37.8
31.4
-37.8
33.3
-33.3
33.3
-40.2
33.3
1 -40.2
35.0
-35.0
35.0
-42.1
35.0
-42.1
1 36.3
-36.3
1 36.3
-43.7
1 36.3
1 -43.7
*** For Hip
Roofs with angle > 7 degrees (1.5:12) and 5 25 degrees (5.5:12), Zone 3 shall be treated as Zane 2 (Figure 30.4-2B, Note 7, p. 337)
Effective
Wind
Location
Mean Roof Height of 15 feet
Mean Roof Height of 20 feet
Mean Roof Height of 25 feet
Mean Roof Height of 30 feet
Zone
Zone
Zone
Zone
Area
2
Wall
4
5
4
5
4
5
4
5
+
-
-
+
3r .8
-
-
+
-
+
-
+
-
+
-
+
-
+
-
10
20
50
40.2
-43.6
40.2
-53.8
42.1
-45.7
42.1
-56.4
43.7
-47.4
43.7
-58.6
36
33.8
39.3
-37.0
"I
33.8
-4.7
38.3
-41.7
38.3
-50.1
40.2
-43.8
40.2
-52.6
41.8
-45.5
41.8
-54.6
36.0
-39.4
36.0
-45.4
37.7
-41.3
37.7
-47.5
39.2
-42.9
39.2
49.4
100
32.1
-35.3
32.1
-39.3
34.1
�-37.5
.1
-41.7
35.8
-39.4
35.8
-43.8
37.2
-40.9
37.2
-45.5
Soo
28.2
-31.4
28.2
-31.4
29.93.
--33.3
31.4
-35.0
31.4
-35.0
32.6
-36.3
32-6
-36.3
Garage Door Wind Loads
for a Building with 30-foot Mean Roof Height
Exposure C
Tables 1609.7(1) & (2), and Section 1609.3.1
aL 2 s
2 r 9 ii
5
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'''
i 5 ; 4 , $ .., h.
"�
Gable.Ro.
of
a,
r. 1 )' h
_
> a
:. HIp RQph
Effective Wind Area
Roof Angle
Wind Load
Width
Height
+
-
8
8
0 10 -
degrees
35.2
-39.8
10
10
34.1
-38.2
14
14
32.3
1 -36.1
For Effective Wind Areas between those given, values may be interpolated. Otherwise
use the value associated with the lower Effective Wind Area.
9
7
> 10
degrees
38.4
-4-3.4-1
End Zone (a) shall be the smaller of 10% of Least Hor. Dist. or 40% of Mean Roof Height (W), but not less than 4% of Least Hor. Dist. or 3 ft.
16
7
36.8
-41.01
Identify the zone per the figure or information by others. Any questionable zone is to be considered the more critical zone.
Design is based on the 3-second gust (wind velocity) for Risk Category II (general residential & commercial construction) per FBC 1620.2 Broward. These tables not for use with essential facilities or assembly occupancies.
Page 2 of 2
FBC 6th Edition (2017) Formal Interpretation #5 Effective date; January 1, 2018
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Storm Tight Windows Inc Gervacio.Gonzals
500 Sw 12t" Ave
10044 S Ocean Dr Unit 401
Dee:rfeld Beach F1 33442 Jenson Beach FI 34957 Alterations to condo
1. 35" x 47" single hung window series 5000
2. 35" x 47" single hung window series 5000
3. 85" x 47" single hung window series 5000
2
1
Bedroom 2
Bedroom 1 .
3
N OA
N OA 18-0911.05
=g03 apa
Storm Tight Windows: Inc Gervacio Gonzals
500 Sw 12th Ave 10044 S Ocean Dr Unit 401
Deerfeld Beach F1.33442 " Jenson Beach :Fl 34957
2
1
Bedroom 2
Bedroom 1 "
Li ✓#j
Alterations to condo
1. 35" x 47" single hung window series 5000
2. 35" x 47" single hung window series 5000
3.. 35" x 47" single hung window series 5.000
NOA
N OA 18-0911.05
3
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W
CL W U
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8 m ® •'
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