HomeMy WebLinkAboutBAYSINGER CABANA PRODUCTS 2021SWING DOOR - LARGE MISSILE IMPACT
38" MAX. SINGLE
DOOR WIDTH
35 5/8" MAX.
PANEL WIDTH
24 5/8"
GLASS DLO
96 3/4"
MAX.
UNIT
HEIGHT
8 1/2"
NOTE:
HINGE SPACINGS ARE 8-1/2"
FROM ENDS AND 20" MAX. O.C.
FOR 81" TO 97" UNIT HEIGHT.
95 1 /8"
B
X
B
MAX.
PANEL
HEIGHT
84 1 /8"
GLASS
DLO
B
SEE
6
NOTE 4
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ..... 1
SECTION VIEWS & GLAZING..............2
BOM......................................................3
EXTRUSIONS.......................................4
ANCHOR SCHEDULE & NOTES .......... 5
INSTALLATION DETAILS.....................6
M7iv,
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
IN ASTM E 1996 PER THE FBC.
2. GLAZING DETAIL: (SEE SHEET 2)
RW-la9.10 9q1=KelkiIa1411.1_\IlelP69F9IkiCelE:9i111&VITAI.[e11
4. LOCK OPTIONS:
• UP TO 6'8" : MULTIPOINT(4PT) (HANDLE SET @ 34").
• ABOVE 6'8": MULTIPOINT(5PT) (HANDLE SET @ 34").
5. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04.
6. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION
DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
7. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
REQUIRED.
8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE
PROCESSED AND TIERODDED TOGETHER.
9. SERIES / MODEL DESIGNATION: SD-8700.
10 THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE DOOR.
11. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
12. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED DURING
SEVERE WEATHER.
MAX. UNIT SIZE
DESIGN PRESSURE RATING
I IMPACT RATING
38" x 96-3/4"
+/-90 PSF
I LARGE MISSILE IMPACT
aV{]YlY®✓✓ 0 / II
WINDOW SYSTEMS 11 l��lunJ
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8700 PVC
SWING DOOR
IMPACT
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,���� P�10RE W T
t No 58201 'F71
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:9 STATE OF
yry�� • �; 0 R
4;'0NA� �
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4/18/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
AIDE 1 09/20/12
CWS-817 A
'ALE: SHEET
1:20 1 OF 6
NOTICE OF PRODUCT CERTIFICATION
�� CERTIFTL.,�
ny ACegFO,T
Company: Masonite International Corporation Certification No.:
1955 Powis Road Certification Date:
West Chicago, IL 60185 Expiration Date:
Revision Date:
NI013717.06-R3
05/12/2017
05/31/2025
11/11/2020
Product: Fiberglass Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites
cF """" (w/Wood Frame unless noted)
EDP Specification: TAS 202-94/ASTM E330-02/ASTM E1886-05/13a/ASTM E1996-09/14a
Impact: Missile Level D Non -Impact Sidelites: Insulating Glass (Tempered)
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the
applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMPs
Certification Program is accredited by The American National Standards Institute (ANSI).
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
Outswing
Opaque
Size
Pressure
Pressure
Rated
Comments
X
I/S
Opaque
3'0"X 8'0"
+70/-70
0.0 psf
Yes
NCTL-210-3835-1/W-1972
Single
s
Anchor Detailnnurn
DWG-MA-FLO210-17
X
O/S
Opaque
3'0" X 8'0"
+70/-70
3.75 psfl
Yes
NCrL-210-3835-1/W 1843/W-1972
Single
6.0 psf '
8.2.25 psfsf '
Anchor D .fl DWG-Mn FIA2 417
9.0 pSf 4
XX
I/S
Opaque
6'0"X 890"
+50/-50
0psf
Yes
NCTL-210-3849-1/ATLNC 0306.01-17/0308.01-17/W-1972
Double
Maximum Panel Size: 3'0" x 8'0"
Anchor Details-DWG-MA-FLOl88-17
XX
O/S
Opaque
6'0"X 810"
+50/-50
3.75 pst'
Yes
NCTL-210-3849-1/ATLNC 0306.01-17/0308.01-17/W-1843M-IW2
Double
6.0 psf'
Maximum Panel Size: 3'0" x 8'0"
8.25 psf 'I
Anchor Details-DWG-MA-FLO188-17
8.25 pSf 4
XO/OX
I/S
Opaque Door
6'0"X 8'0"
+501-50
Opst
Door -Yes
NCIL-210a849-1/ATLNC0306.01-17/0308.01-17m-1972
le w/Sidelite
Glazed Sidelite
Sidelite-No
MinPanel Siz:3'0"x 8'o/SiMite:3'0"x 8'0"
Anch.,D.ils-DWG-MA-FL088-17Sin
XG/OX
O/S
Opaque Door
6'0"X 8'0"
+50/-50
3.75 pst'
Door -Yes
NCTL-210-3849-1/ATLNC 0306.01-17/0308.01-17/W-1843/W-1972
Sin le w/Sidelite
g
Glazed Sidelite
6.0 psf'
Sidelite-No
Maximum Panel Size: 3'0" x ST"/Sidelite: 3'0" x 8'0"
8.25 psf'
Anchor Details-DWG-MA-FL.0188-17
9.0 pSf4
OXG
I/S
Opaque Door
910" X 810"
+50/-50
0 psf
Door -Yes
NCTL-210-3849-1/ATLNC 0306.01-17/0308.01-17/W-1972
Single w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0"x 8'0"/Sidelite: 3'0"x 8'0"
g
Anchor Details-DWG-MA-FLOl88-17
OXO
O/S
Opaque Door
91011x 8'0"
+501-50
3.75 psfl
Door -Yes
NCTL-210-3849-1/ATLNC 0306.01-17/0308.01-17/W 1843/W-1972
Single w/Sidelites
g
Glazed Sidelite
6.0 psf'
Sidelites-No
Maxim""' Panel Si.: 3'0"x 8'0"/Sidelite: 3'0"x 8'0"
8.25 psf
Anchor Deails-DWG-MA-F1.0188-17
9.0 pSf 4
OXXO
I/S
Opaque Door
12'4" x 810"
+50/-50
0 psf
Door -Yes
Wn-210-3849-1/ATLNC 0306.01-17/0308.01-17/W-1972
Double w/Sidelites
Glazed Sidelite
Sidelites-No
Maximum Panel Size: 3'0" x 8'W/Sidelite; 3'0" x 8'0"
Anchor Details-DWG-MA-FI-0188-17
OXXO
O/S
Opaque Door
1294" x 890"
+50/-50
3.75 psf'
Door -Yes
Wn-210-3849-1/ATLNC 0306.01-17/0308.01-17/W-1843M-19./2
Double w/Sidelites
Glazed Sidelite
6.0 psf'
Sidelites-No
Maximum Panel Si.: 3'0" x 8'0"/Sidelite: 3'0" x 8'0"
8.25 psf'
Anchor Details-DWG-MA-FLOl88-17
8.25 pSf 4
1-Denotes Bumper Outswing Threshold 2 -Denotes &Series Outswing Threshold 3-M-Dam Outswing Threshold 4-Worldwide Pro T4 Threshold
National Accreditation & Management Institute, IncJ4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE: ��
� Lo
1111 MASONITE.
0 00
FIBERGLASS SIDE -HINGED DOOR UNIT —' Q
6'-8" AND 8'-0" OPAQUE SINGLE DOOR cc =�
U7
GENERAL NOTES 37.5" MAX. OVERALL FRAME WIDTH W 0 O
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO Z CL
THE FLORIDA BUILDING CODE AND WHERE PRESSURE 37.50 MAX. OVERALL FRAME WIDTH
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W L0 C=..)
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, uj
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 35.75" MAX. Z
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), PANEL WIDTH cj).-
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 35.75" MAX. --{ Q LJ
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, PANEL WIDTH
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTVE SYSTEM 1S NOT REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 11 El
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
�o
5. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING o �,
zo8 o
Cq N N N O O r� m iv[Y
4� 0
* COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 'w
4500 HOURS XENON ARC METHOD 1 ® x o
=
w w
m
Addendum to NAW
Ceifinalionk:I z
Reviewed By: O
Dme Review 1 SINGLE DOOR UNIT SINGLE DOOR UNIT
w
Lir
0
0
z
DATE: 4/24/17
.E: N.T.S.
Dwc. BY: SWS
CHK. BY:
FLORIDA P.E. DWG-MA-FLO210-17
#56533
SHEET 1 OF 3
DWG
KURT BALTHAZOR DRAWING NO.:
SELF IGNITION TEMP ASTM
D1929
752 'F > 65D 'F
RATE OF BURNING
ASTM D635
0.56 IN MIN
SMOKE DENSITY
ASTM D2843
53.4%
TENSILE STRENGTH*
ASTM DS38
3.2% DIFF
TABLE OF
CONTENTS
SHEET �
DESCRIPTION
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
OUT5WING
INSWING
BUMPER O S
Z-SERIES 0 S
HIGH
DAM 0 S
X
37.5
+70.0 -70.0
+70.0 -70.0
N A
+25.0 -25.0
+40.0 -40.0
+70.0
-70.0
km
0
w
U
a SEE
v> "D"
J
J
M
d
w
of
O
a
im
#8 x 2"
#8 x 2"
0
to
N
a
�n
ui
211
6'-8" HEIGHT UNIT
DETAIL "C"
DETAIL "D"
1 0,962"
1.375"
T T
INSWING THRESHOLD BUMPER O/S THRESHOLD
1 1
1.482" f 1.75" 11.047"
T T
Z—SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD
SEE DETAIL
C.
6"
�10 x 1"
10 x 1"
io
N
N
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SEE DETA
"D"
v
w
w
0
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G-
8'-0" HEIGHT UNIT
SEE DETAIL
"C"
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4124117
N.T.S.
BY: SWS
BY:
NG NO.:
-MA-FLO210-17
2 of 3
1.25"
MIN
r_nr�y;�•�a�r�.»rm
MAXy
SHIM
TYPICAL MASONRY
ANCHOR INSTALLATION
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOAAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4".
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
MIN
MAX^
SHIM
CL
i:FrT.
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
HARDWARE SCHEDULE
1.
KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE ON 6'-8" HEIGHT UNITS AND AT
10-1/2" CENTERLINE ON 8'-0" HEIGHT UNITS.
2.
4" X 4" FULL MORTISE BUTT HINGES.
Lo
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Lo U
DATE: 4 14/j 7
SCALE: N.T.S.
oWO. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-MA-FLO210-17
SHEET J OF
MIAMI• MIAMI-DADS COUNTY
• PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Tubular Skylight, Inc.
753 Cattlemen Road.
Sarasota, FL 34232
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 High Velocity Hurricane
Zone of the Florida building Code.
Polycarbonate Domed Tubular Skylight
APPROVAL DOCUMENT: Drawing No. 14009, titled " Polycarbonate Impact Resistant Skylight System ",
sheets 1 through 4 of 4, prepared by R & S Professional Engineering, dated January 31, 2014, signed and sealed by
Luis A. Rosario, P.E., on March 12, 2015 bearing the Miami -Dade County Product Control Renewal stamp with
the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large & Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein and the
dome shall be properly marked by GE Plastics.
RENEWAL of this NOA shall not 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 # 14-1028.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as
well as approval document mentioned above.
The submitted documentation was reviewed by Hehny A. Makar, P.E., M.S.
NOA No.19-1015.13
11 MIDADE COUN Expiration Date: 12/18/2024
1 l Z Ill 9 Approval Date: 11/27/2019
Page 1
Tubular Skylieht, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL NOA 903-0728.01
A. DRAWINGS
1. Drawing No. 03-318, sheets I through 4 of 4, titled "No Titled", prepared by
Knezevich & Associates, Inc, dated 07122103, with last revision on 11119103,
signed and sealed by V. J. Knezevich, P.E.
B. TESTS
1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS
203 and Uniform Static Air Pressure Test per TAS 202, on "Polycarbonate
Hemispherical Dome Skylights", specimens Al, A2, Bl, Cl, C2, DI & D2. They
were prepared by Construction Testing Corporation, report No. 03-016 dated
07118103, signed and sealed by Y. G. Kuri PE.
2. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS
203 and Uniform Static Air Pressure Test per TAS 202, on "Polycarbonate
Hemispherical Dome Skylight", specimens Al, A2, Bl, C1, C2, DI & d2. They
were prepared by Construction Testing Corporation, No. 03-016, dated 07118103,
signed and sealed by Y. G. Kuri, PE.
3. Test report on Uniform Static Air Pressure Test per TAS 202 on "Polycarbonate
Hemispherical Dome Skylight", specimen A2, C2 & D2. It was prepared by
Construction Testing Corporation report No. 03-016S, dated 10122103, signed
and sealed by Y. G. Kuri, PE.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 03-0924. 01 issued to General Electric Company on
11113103,expiring on 07117108.
F. STATEMENTS
1. Code compliance letter issued by Knezevich & Associates, Inc on 07124103, and
signed by V. J. Knezevich, PE.
2. No financial interest letter issued by Knezevich & Associates, Inc. on 07124103,
and signed by V. J. Knezevich, PE.
17e� �/• /UG.�✓"
Helmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No.19-1015.13
Expiration Date: 12/1=024
Approval Date: 11/27/2019
E-1
Tubular Skylight, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 09-0212.01
A. DRAWING
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Building Code Compliance Office
E. MATERIAL CERTIFICATIONS
1. None.
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-1205.01
A. DRAWING
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Florida Building Code, 2010 Edition, Code compliance letter issued by R & S
Professional Engineering Services, LLC, dated February 05, 2014, signed and
sealed by Luis A. Rosario, P.E.
Helmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 19-1015.13
Expiration Date: 12/18/2024
Approval Date: 11/27/2019
E-2
Tubular Skylight, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-1028.03
A. DRAWING
1. Drawing No. 14009, titled " Polycarbonate Impact Resistant Skylight System
sheets I through 4 of 4, prepared by R & S Professional Engineering, dated
January 31, 2014, signed and sealed by Luis A. Rosario, P.E., on 0311212015.
B. TESTS
1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS
203 and Uniform Static Air Pressure Test per TAS 202, on "Polycarbonate
Hemispherical Dome Skylight", prepared by Architectural Testing, Inc., report
No. E3178.01-401-18 dated 01115115, signed & sealed by Shawn G. Collins, P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. FBC, 2010 Edition, Code compliance letter issued by R & S Professional Eng.
Services, LLC, dated 02105114, signed & sealed by Luis A. Rosario, P.E.
5. NEW EVIDENCE SUBMITTED
A. DRAWING
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. FBC, 2017 Edition, Code compliance letter issued by R & S Professional Eng.
Services, LLC, dated 0912412019, signed and sealed by Luis A. Rosario, P.E.
" W �
Helmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No.19-1015.13
Expiration Date: 12/18/2024
Approval Date: 11/27/2019
E-3
GENERAL NOTES:
1, THESE APPROVAL DOCUMENTS REPRESENT A POLYCARBONATE IMPACT RESISTANT 12
SKYLIGHT SYSTEM ANALYZED WITH THE PROVISION SET TOR THE ISSUANCE OF
A NOTICE OF ACCEPTANCE (NOA) BY MIAMI-DADS COUNTY PRODUCT CONTROL.
DIVISION -FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA
BUILDING CODE,
2, SKYLIGHT DOMES SHALL BE VACUUM FORMED -FROM CLEAR POLYCARBONATS SHEETS
TO A DOME MINIMUM THICKNESS OP 0,0.93" OR .0.118" AS NOTED ON -THESE
DRAWINGS. -
3. ALL SKYLIGHT DOME SYSTEMS DEPICTED IN THESE APPROVAL DOCUMENTS ARE
RATED FOR THE FOLLOWING DESIGN PRESSURE: -
MAX. POSHIVO w 90 P.,5.P -
MAX, NEGATIVE (•} 120 P.S.P.
4. MATERIAL SPECIFICATIONS: r
POLY -A) ALL POLYCARBONATE DOMES SHALL BE FABRICATED FROM GE LEXAN
CARBONATE SHEET NUMBER 9034 AS APPROVED UNDER MIAMI^DADS COUNTY
NOTICE OF ACCEPTANCE NUMBER 00-0710.02. SYNTHETIC THERMOPLASTIC
POLYMER TENSILE STRENGTH Fy - 8,908 P.S.I., FLEXURAL STRENGTH
Fby > 12,900 P.S.S., FLEXURAL MODULUS = 328,700 P.S.S.
B) POLYESTER OUTER SEALS SHALL BE THOROUGHLY CURED CLOSED AND OPEN
CELL FOAM, 2 LBS PER CUBIC FOOT 14EFTING UL94-HF-I LISTING.
5. A 33% INCREASE IN ALLOWABLE STRESS RAS NOT BEEN USED IN THE DESIGN O$
THIS PRODUCT, ,
6. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE, WHEN REFERENCING
THESE DOCUMENTS, IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING
WIND VELOCITY.
7. THESE APPROVAL• DOCUMENTS ARE GENERIC AND DO NOT INCLUDE IHFORMATION
FOR•SITE-SPECIFIC APPLICATION OF THIS SKYLIGHT SYSTEM.
8. THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GI5-23 OF THE -
FLORIDA ADMINISTRATIVE CODE,
9. THESE APPROVAL DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR
PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
'HEREIN AND THE CONTRACTOR VrRIFIES THAT THE EXISTING STRUCTURE DOES
• NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THAT DETAILED HERBTN.
10. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID
THE APPROVAL DOCUMENTS., -"
11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE
BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS:
A) REQUIRE -THAT SITS. SPECIFIC, DOCUMENTS BE PREPARED, SIGNED, DATED
AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH
DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL -BE SUBMITTED
TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING
OFFICIAL GRANTING THEIR APPROVAL, -
B) REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND
SECURED F9014 THE MIAMI-DAUB COUNTY PRODUCT CONTROL DIVISION.
WHEN THE SITR CONDITION DEVIATIONS,OCCUR WITHIN THE HIGH VELOCITY
HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY••TRE BUILDING
OFFICIAL, - - '
13.
PRODUCT SHALL BE PERMANENTLY LABELED AS FOLLOWS:
TUBULAR SKYLIGHT, INC.
SARASOTA,FLORIDA
MIAMbDADBCOUNTY PRODUCTAPPROVAL
ALL I-JETAL FLASHING SHALL BE 26 GA, (0,0179" MIN. THICKNESS) STEEL IN
ACCORDANC9 OITR ASTH A792 CQ WITH AN AZ6O HOT DIPPED ALUMINUM ZINC ALLOY
COATING (GALVALUME)•
AL BOLTS, SCREWSAND WASHERS SHALL BE -STAINLESS STEEL WITH A MINIMUM
TENSILE STRENGTH OF 60 k.S.I., U,O'.N.
ALL INSTALLATIONS OF -THIS SKYLIGHT SYSTEM SHALL FOLLOW THESE -APPROVED
DOCUMENTS AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
.ALL ROOFING DBTAILS•�SHALL COMPLY WITH THE PROVISION OF CHAPTER 15 OF
THE FLORIDA BUILDING`QODE.
ALL SKYLIGHT DOMES SHALL BE INSTALLED TO PROVIDE A MINIMUM CLEARANCE
OF 4" ABOV9 THE FINISH ROOF SURFACE OR FINISH ROOF SINGLE• -PLY MEMBRANE
'IN COMPi,IANCE WITH THE PROVISIONS OF THE MIAMI-DADR COUNTY ROOFING
PROTOCOL RAS No, ill, SECTION 9.3. FOR -INSULATION AND ROOF TILE, ADD
TILE HEIGHT AND INSULATIOM'THICKNESS TO 4" MINIMUM HEIGHT,
PRODUCT lU3NRW CID
as complyiug with the Florida
Building Code
Acccpumcc Nof Io28.�3
lixpirai(mt Untof�� )
t
Miwni Dad uct C.onk�~
PRODUCT RPNEP'ED
as complying with the Florida
Building Code ) O ) ,3
Ame tance No __
Expiration Date �4-
By
,oar. tin
uuF wrm
ttuwxar.
a np.
twrc aww.
!rr
OEM
1093" OR.118"
GE LEXAN
CLEAR POLY- DETAIL
CARBONATE �.--- --/ (SKYLIOHTA55EME
SKYLIGHT 151, Y
MIN. I
75"
TYP.
.COUNTS
FLASHI
BY OTH
MIN., T
ROOF O
BY OTH
DE
418xi-1/
StdS PHI
TRUSS
STAINLE
NG
0 0 l
l l
R
ERS
HICK
� l
o. II 11 111 I1 E
l `
ER
4" .020" ALUI,
LIP REFLECTIV
HEAD TUBE
SS
STEEL SCREWS
@ S" O.C. MAX.
(DsChLESTA11 FLAT ROOF MOUNT (STD-F MODEL)
.093" OR .118" G£ LEXAN
CLEAR POLYCARBONATE
SKYLIGHT
.75" MIN. x.7S" MIN. POLYESTER K
OUTER SEAL (REFERENCE GENERAE
NOTE No. 41
#8xi/2" TEK SCREWS
C& 10-3/4" D.C. MAX.
24 GA t.0239" MIN.) STAINI
STEEL COME STRAP CLAN
26 GA. (.0179" MIN.) x 2.50'
WIDE GALVALUME STORM
COLLAR
TEK SCREWS
O.C. MAX.
1p
26 GA (.0179" MIN. TRIM TO FIT (DUN
GALVALUME . FLAS
(REFERENCE GEN. BY O'
NOTE No. 13)
ROOF DE
.020" ALVM. BY OTHE
TU13E
OSKYLIGHTASSEMBLY
SCALE+ V—'1 0 —"
#8x1-1/4" SMS
PHILIP TRUSS
HEAD STAINLE:
STEEL SCREW$ (p
S" O.C. MAX., TYP,
S POLYCARBONATE DOME PROFILE
(STANDARD & FLA7 ROOF MOUNTS)
rcZ SC�ET1-1T2"�1'-0"
ODOME CLAMP STRAP
5 SCALE+ 4- 1' - 0"
CUUAL Dr ALc3, 1 I Y.
(S.00" MAX.1
p O 0 0 0 O
o °
� p o
a 7C
t o
�o o
(� PHILIP TRUSS m
y HEAD STAINLESS
u 0 STEEL SCREWS 0)°
• 5" O.C. MAX., TYP. -
0
I_ 33.00" MAX.
Z
FLASHING PLAN
(STANDARD & FLAT ROOF MOUNTS)
)SCALEI i-1/2" = T - 0'
26 GA (A179" MIN,) GALVALUME
(REFERENCE GENERAL NOTE No.
FLASHING PROFILE
y (STANDARD & FLAT ROOF MOUN S)
5CA 11-114" c Y - 0
EW!
AX.
Q—
L
,MP
��)
GEN. L.J i/
FRONTVIPW
)DOME CLAMP STRAP
$TALEI HA F SIZE
093" OR .118"
GE LEXAN
CLEAR POLY -
CARBONATE
SKYLIGHT
TYP.
PRODUCT REN2W ED
as complying wish llto Florida '
Building Code
Acc.planc° NO [tom • r GZ g : O?
F,xpiraliun Ualc�Y�}, _-j7
By
C` Midi Dadcyv'A't C.nnlms
PRODUCTRENEWED
m complying with the Florida
Building Codc ppp 1
Acceptance No 4
FjWuatior. Data+l=/-f/-`I+'
Miami Bed - ua
mr: ll0
mwn
w.pal.n
AHrtn
lum 01d111
STEEL SCREWS
@ S" O.C. MAX.
(DsChLESTA11 FLAT ROOF MOUNT (STD-F MODEL)
.093" OR .118" G£ LEXAN
CLEAR POLYCARBONATE
SKYLIGHT
.75" MIN. x.7S" MIN. POLYESTER K
OUTER SEAL (REFERENCE GENERAE
NOTE No. 41
#8xi/2" TEK SCREWS
C& 10-3/4" D.C. MAX.
24 GA t.0239" MIN.) STAINI
STEEL COME STRAP CLAN
26 GA. (.0179" MIN.) x 2.50'
WIDE GALVALUME STORM
COLLAR
TEK SCREWS
O.C. MAX.
1p
26 GA (.0179" MIN. TRIM TO FIT (DUN
GALVALUME . FLAS
(REFERENCE GEN. BY O'
NOTE No. 13)
ROOF DE
.020" ALVM. BY OTHE
TU13E
OSKYLIGHTASSEMBLY
SCALE+ V—'1 0 —"
#8x1-1/4" SMS
PHILIP TRUSS
HEAD STAINLE:
STEEL SCREW$ (p
S" O.C. MAX., TYP,
S POLYCARBONATE DOME PROFILE
(STANDARD & FLA7 ROOF MOUNTS)
rcZ SC�ET1-1T2"�1'-0"
ODOME CLAMP STRAP
5 SCALE+ 4- 1' - 0"
CUUAL Dr ALc3, 1 I Y.
(S.00" MAX.1
p O 0 0 0 O
o °
� p o
a 7C
t o
�o o
(� PHILIP TRUSS m
y HEAD STAINLESS
u 0 STEEL SCREWS 0)°
• 5" O.C. MAX., TYP. -
0
I_ 33.00" MAX.
Z
FLASHING PLAN
(STANDARD & FLAT ROOF MOUNTS)
)SCALEI i-1/2" = T - 0'
26 GA (A179" MIN,) GALVALUME
(REFERENCE GENERAL NOTE No.
FLASHING PROFILE
y (STANDARD & FLAT ROOF MOUN S)
5CA 11-114" c Y - 0
EW!
AX.
Q—
L
,MP
��)
GEN. L.J i/
FRONTVIPW
)DOME CLAMP STRAP
$TALEI HA F SIZE
093" OR .118"
GE LEXAN
CLEAR POLY -
CARBONATE
SKYLIGHT
TYP.
PRODUCT REN2W ED
as complying wish llto Florida '
Building Code
Acc.planc° NO [tom • r GZ g : O?
F,xpiraliun Ualc�Y�}, _-j7
By
C` Midi Dadcyv'A't C.nnlms
PRODUCTRENEWED
m complying with the Florida
Building Codc ppp 1
Acceptance No 4
FjWuatior. Data+l=/-f/-`I+'
Miami Bed - ua
mr: ll0
mwn
w.pal.n
AHrtn
lum 01d111
FLASHING PLAN
(STANDARD & FLAT ROOF MOUNTS)
)SCALEI i-1/2" = T - 0'
26 GA (A179" MIN,) GALVALUME
(REFERENCE GENERAL NOTE No.
FLASHING PROFILE
y (STANDARD & FLAT ROOF MOUN S)
5CA 11-114" c Y - 0
EW!
AX.
Q—
L
,MP
��)
GEN. L.J i/
FRONTVIPW
)DOME CLAMP STRAP
$TALEI HA F SIZE
093" OR .118"
GE LEXAN
CLEAR POLY -
CARBONATE
SKYLIGHT
TYP.
PRODUCT REN2W ED
as complying wish llto Florida '
Building Code
Acc.planc° NO [tom • r GZ g : O?
F,xpiraliun Ualc�Y�}, _-j7
By
C` Midi Dadcyv'A't C.nnlms
PRODUCTRENEWED
m complying with the Florida
Building Codc ppp 1
Acceptance No 4
FjWuatior. Data+l=/-f/-`I+'
Miami Bed - ua
mr: ll0
mwn
w.pal.n
AHrtn
lum 01d111
INTERIOR
SECTION VIEW A -A
ITEMS NOT SHOWN FOR CLARITY:
7, 10-11, 15, 18, 23, 25, 36-37, 39-41
INTERIOR
SECTION VIEW B-B
VERALL
TEMPERED
AIRSPACE
LAMI
ANNEALED GLASS
SENTRY GLASS IONOPLAST INTERLAYER
ANNEALED GLASS
KAFLEX 552 or
JRFECT GLAZE "H"
3/4" GLASS BITE
a{]YlY®✓✓ 0 / II
WONIDOW SYSTEMS 11 l��lunJ
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8700 PVC
SWING DOOR
IMPACT
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4/18/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION VIEWS AND
GLAZING DETAIL
AIDE
09/20/12
VG #:
REV.:
CWS-817
A
:ALE:
SHEET
1:2
20F6
493" OR A10"
GE LEXAN
CLEAR POLY- /-^DETAIL2
.C-ARDONATE (% LIGHTASSOMI
SKYLIGHT 75• / "`CCC
MIN. 75"
TYP.
MIN." 7H(CI
ROOF DECK
BY OTHERS
SMS PHILIP ID
TRUSS HEAD
STAINLESS
STEEL SCREWS
I& S" O.C. MAX.
0
1 If
11 I
o (
Z6 GA 1.0179" MIN.)
GALVALUME
IREFERENCE GEN.
NOTE No.13) �y_W
.020" ALUM.
REFLECTIVE
TUBE
OSSTANDARD PLAT ROOF MOUNT, (STD MODEL)
Z' CAL2°'
.26.GA (.0179" MIN
GALVALUME
(REFERENCE GEN.
'NOTE No. 131
OSKYLIG11 ASSE'0"MBLY
2 SCAL£r
1093" OR .118" GE LEXAN
CLEAR POLYCARBONATE
SKYLIGHT
.75" MIN, x.75" MIN. POLYESTER 0
OUTER SEAL (REFERENCE GENERAL
NOTE No. 41
80x1/2" TEK SCREWS
@ 10-3/4" O.C. MAX.
24 GA L0239" MIN.) STAINLESS
STEEL DOME STRAP CLAMP .
26 GA. 1.0179" MIN.) x 2.SO"
WIDE GALVALUME STORM
COLLAR
1L8x1/2" TEK SCREWS
@ 16-3/4" O.C. MAX.
TRIM TO FIT
.020'• ALUM.
REFLECTIVE
TUBE
75"
SSTANDARb &AFLAT ROOp MOUNTS
�5FAL-E, 1-1/2- = T - W' _
pOLYCARBONA'CE DOME PLAN
O(STANDARD & FLAr ROOF MOUNTS
SCAB- /2 A Y - 0".
75" ' .SO" .25"
24 GA 60239"MIN.) STAINLESS
STEEL DOiAE STFUUt CLFJr1P.
ODOME CLAMP STRAP
SCALE, 1-1/2" r 1' - 0'
1.00'
1.00"
• EQUAL PA ES, P.1.00
15.00" MAX.)
o
°
4
e
°
XX
o
n
o R8x1-1/4" SMS
PHILIP TRUSS
m
STAINLESS
STEEL SCREWS
o
° - 5" O.C, MAX., TYP.
°
0
0 0 0 O 0 0
0 a
36.00•' MAX.
_
L
PLASHING PLAN
O(STANDARD ROOF MOUNT}_
SC Et 1-1/2" = T - 0"
GA (.0119" MIN.) GALVALUME
fERENCE GENERAL NOTE No, 11
M TO FIT AROUND REFLECTIVE
.D93" OR 310"
41XV
GE LEXAN SHING PROFILE
CLEAR POLY- STANDARD ROOF MOUNT
CARBONATE 054A1.: .1/2' - T - 0"
'LSKtjYj�1LI1GHTJLD-
' 1(Bx1/2" TEK SCREW
---•.04)"
OR .110"
@ 10-3/4" O.C. MAX.
GE LEXAN
/_24 GA b0239" MIN,
49-0-'SKYLIGHT
CLEAR POLY-
/ STAINLESS STEEL
CARBONATE
/ DOME STRAP CLAMP
TRIM 70 FIT
Z6 J FO
LV (dME MIN.)
(REFERENCE GEN.
NOTE No. 13)
SID.EMEW
ODOME CLAMP STRAP
KZALEt HA S z
PRODUCT RRNB%VBD
as complyipg wills (ho Ptor(da
Building Codo
AccepnmcONu L4, oZ Cj
Rxpiratiou Data_),y.�)�. ({t
By
PRODUCT RENEWED
as complying with the Florida
Building Cade
Acceptance No 101 7, 3
'on Datc �p 4-
BY
Mwu u Cotttro
Mk nW`
r twrm
)IPIAI(BM
A R.m
>Ns ewHu
OEM
limp
.093" OR .118"
GE LEXAN
CLEAR POLY-
CAR80NATE
SKYLIGHT
OTHERS
MIN: J" THIC1
Roof DECK
8Y OTHERS
DETNL2
/.-----.�(5KYLIOHTA55ffA3LY)
I 2.5V
TYP.
tiiw
�� az
(
I i
ALUM REFL. "K�"j
REFLECTIVE
TUBE
OLO-W P1. SLAT ROOF MOUNT (LRM•C MODEL)
SCALEe 2'
.093" OR .110" BE LEXAN
SECTION 6� CLEAR POLYCARBONATE
SKYLIGHT:
60 MIL. POLYVINYL CLORiDE
SINGLE -PLY MEFIBRANE
\FLASHING (STRETCHEOI
i 08x1-1/4" EMS
PHILIP TRUSS
HEAD STAINLESS
STEEL SCREWS Cal
\ / 5-1/2" O.C. MAX., TYP.
.020" ALUM.
REFLECTIVE
TUBE '
OSKYLIGHT ASSEMBLY
2 SAE: 3" . 1' - O"
8Y'OTH£RS
MIN. J"
THICK
ROOF DECK
BY OTHERS
MIN.2X6 WOOD CURB CONNECTED
TO ROOF DECKING WITH 1f B x 1.50"
GALVANIZER DECK SCREW -WITH
NEOPRENE WASHER SPACED 4"
FROM EACH CORNER AND 10" O.C.
MAX, IN BETWEEN '
POLYCARBONATE 00ME PROFILE
O(LOW PROFILE FLAT ROOF MOUNT,
8 SCALE. 1-1/2" c V - 0"
L L EQUAL SPACES, TYP.
(S.SO" MAX-1 1,
22.00" MAX.
• 'DOME DIAMETER
H8X1-1/4" SMS-
PNILIP TRUSS
HEAD STAINLESS•
STEEL SCREWS
- 5-1/2" O.C. MAX.,:TYP.
27,00" MAX, I
POLYCARBONATE DOME PLAN
LOW PROFILE FLAT ROOF MOUNT)
4 SCALE: -1/2" - T - O;'
DOME DIAMETER / RISE SCHEDULE
CLEAR OPENING
DIAMETER
MAXIMUM
DOME RISE
-6.25"
4.00"
Q.50"
5.00"
14,50"
7.00"
22.00'
10.50"
X
Q
E
1.50" HEM
LAP, " ^
OUTLINE OF POLY -
CARBONATE DOME
MAX.
60 MIL, POLYVINYL CLORIDE SINGLE -PLY MEMBRANE
FLASHING BY SEAMAN CORP. APPROVED 13YMDC N.O.A.
o# 00.1208.02 (LOW PROFILE FLAT ROOF MOUNT)
SCALE: 1- 2" n T - 0"
.020" ALUM. -
REFLECTIVE
TUBE
.093" OR .118" GE LEXAN
CL•�AR POLYCARBONATE
SKYLIGHT
41
POLYVINYL CLURIDE
-PLY MEMBRANE
NG(STRETCHED)
VED BY MDC N.O.A.
PRODUCT RENEWED
m complying with the Florida
Building Colo ))
Acceptance Noj4-EGA G3
Rrpitation Dntc
Milani D.dcy�Liftct 00111fot
flexl-1/4" SM$ODUCT RENEWED
sa complying with the Florida -
Building Code
j Acceptance No Lt- 01 S•) 3
N� tmn Uatc l'L�.A-iZA
w HY
r% r
Dad u Control
MIN. 2x6 WOOD
CURB BY OTHERS
O60 MIL MEMBRANE FLASHING DETAIL
6 sE L , HALP s zE
KP.: un
alas wrm
nuwxcn
uue at•uat
MIAMI•
omm
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamldadeeov/ecoaomv
J.A. Taylor Roofing, Inc.
302 Melton Drive
Fort Pierce, FL 34982
SCOPE:
This NOA is being issued trader 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 of the Florida Building Code.
DESCRIPTION: Tite-Loc Plus 0.032in x 12in thru 18in Wide Aluminum Panel over Wood Deck
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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. 16-0224.04 and consists of pages 1 through 5.
The submitted documentation was reviewed by Freddy Semino
NOA-No.: 20-1214.06
Expiration Date: 03/24/2026
Approval Date: 02/1112021
Page 1 of 5
ROOFING ASSEMBLY APPROVAL:
Category
Sub -Category
Material:
Deck Type:
Maximum Design Pressure
Roofing
Non -Structural Metal Roofing
Aluminum
Wood
—174.25 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product
Titc-Loc Plus 0.032"
Aluminum Panel
Tite-Loc Plus Clips
(Option 1 & 2)
Dimensions
Length: varies
Width: 12" thru 18"
Height: 2"
Thickness: 0.032"
Min. Yield Strength: 20 ksi.
Length: 4.3"
Width: 2.145"
Height: 2.1"
Base Thickness 18ga.
Tab Thickness 22ga.
EVIDENCE SUBMITTED:
Test Agency
Architectural Testing, Inc.
Intertek I ATI
Valspar
Test Product
Specifications Description
TAS 110 Valspar Fluropon coated roll formed
0.032" aluminum interlocking panels.
TAS 110 Galvanized Steel, Galvalume Steel or
Stainless steel stamped clips for use with
Tite-Loc Plus 24 gage steel panel.
Test Identifier
Test Name/Report
Date
B8438.02-450-18
TAS 125
09/14/12
74913.01-109-18-rl
TAS 100
04/15/15
J5603.01-450-18
TAS 100
08/12/19
C5105.02-801-44
ASTM E2140
04/24/15
433X515
Salt Spray
ASTM B 117
43313173
Accelerated Weathering
ASTM G 23
NOA-No.: 20-1214.06
Expiration Date: 03/24/2026
Approval Date: 02/11/2021
Page 2 of 5
APPROVED ASSEMBLIES:
System A: Tite-Loc Plus 0.032" Aluminum 12" thru 18" Wide Panel
Deck Type: Wood, Non -Insulated
Deck Description: New Construction 19/32" or greater plywood or wood plank.
Slope Range: 2": 12" or greater (1": 12" or greater effective w/2020 FBC 7ih Edition)
Maximum Uplift See Table A below
Deck Attachment:
In accordance with applicable building code, but in no case, it shall be less than #8d ring
shank nails spaced at distance listed below in Table A. In re -roofing, where deck is less than
19/32" thick (minimum 15/32") the above attachment method must be in addition to existing
attachment.
Underlayment:
Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -
laps and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and
1V4' annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the
field of the roll. Or any Miami -Dade County Product Control Approved underlayment having
a current NOA.
Fire Barrier:
Any approved fire barrier having a current NOA. Refer to a current fire directory listing for
fire ratings of this roofing system assembly as well as the location of the fire barrier within
the assembly. See Limitation # 1.
Valleys:
Valley construction shall be in compliance with Roofing Application Standard RAS 133 and
with the current published installation instructions and details in PAC Contractors
Association's Roofing Installation Manual.
Metal Panels and
Install the " Tite-Loc Plus 0.032" Aluminum Panel " panels including flashing penetrations,
Accessories:
valleys, end laps and accessories in compliance PAC Contractors Association's current,
published installation instructions and in compliance with the minimum requirements
detailed in Roofing Application Standard RAS 133.
Tite-Loc panels shall be secured with Tite-Loc Plus clips at a spacing listed below in Table
A. Clips are to be fastened with a minimum of two #10 x 1-1/2" long pancake head screws
of sufficient length to penetrate through the deck at a minimum of 3/16".
Place the female end of the adjacent panel over the clip/panel male assembly and seam 180'
degree. See detail herein. Factory or field applied sealant in the seam is optional.
TABLE A
MAXIMUM DESIGN PRESSURES
Roof Areas
Field
Perimeter and Corner'
MaAmum Design Pressures
—121.75 psE
—174.25 psE
Maximum Clip Spacing
2411 o.c.
6" o.c.
Maximum Plywood Nail spacing
6" o.c.
3" o.c.
1. Extrapolation shall not be allowed
NOA-No.: 20-1214.06
Expiration Date: 03/24/2026
Approval Date: 02/11/2021
Page 3 of 5
SYSTEM LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters,
and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced
pressure zones (i.e. perimeters, extended corners and comers).
3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in
Roofing Application Standard RAS 133.
4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, and the following
statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal
as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
6. Panels may be shop or jobsite roll formed with machine model #('s) 5521095 and 7031100 from PAC
Contractors Association.
PROFILE DRAWING
180 DEGREE 2" HIGH X 12" THRU 18" WIDE DOUBLE LOCK PANEL
OPTIONAL FACTORY OR FIELD APPLIED SEALANT IN THE SEAM
CLIP RELIEFS, STIFFENING RIBS AND STRIATIONS OPTIONAL
NOA-No.: 20-1214.06
Expiration Date: 03/24/2026
Approval Date: 02/11/2021
Page 4 of 5
CLIP DETAIL DRAWINGS
ISOMETRIC VIEW
___________
O O
SIDE VIEW
FRONT VIEW
CLIP OPTION 1
ISOMETRIC VIEW
---------------------------------
O O
ANY- 1
SIDE VIEW
1: 1
FRONT VIEW
CLIP OPTION 2
END OF THIS ACCEPTANCE
NOA-No.: 20-1214.06
Expiration Date: 03/24/2026
Approval Date: 02/11/2021
Page 5 of 5
MI®MMAD
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Owens Corning
One Owens CorningParkway
Toledo, OH 43659
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 of the Florida Building Code.
DESCRIPTION: Weatherlock® Specialty Tile & Metal Underlayment
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 and revises NOA# 17-0522.01 and consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 18-0523.02
Expiration Date: 07/31/23
Approval Date: 08/02/18
Page 1 of 4
ROOFING COMPONENT APPROVAL
Category:
Sub -Category:
Material:
Roofing
Underlayment
SBS
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
Weatherlock® 36" x 66.7' rolls TAS 103 SBS self-adbering asphalt sheet material with a
Specialty Tile & ASTM D1970 white or green glass reinforced polyester surfacing
Metal Underlayment fabric; for use as an underlayment in sloped roof
assemblies.
MANUFACTURING LOCATION:
1. Brentwood, NH.
2. Houston, TX.
EVIDENCE SUBMITTED:
Test Aeenev
PRI Construction Materials
Technologies, LLC.
Test Identifier
OCF-312-02-01
OCF-320-02-01
OCF-426-02-01
OCF-426-02-02
OCF-426-02-04
Test Name/Report
ASTM D1623
TAS 103
ASTM D1970
TAS 103
ASTM D1623
Date
07/03/17
06/28/17
07/12/19
07/23/18
07/12/18
NOA No.: 18-0523.02
Expiration Date: 07/31/23
Approval Date: 08/02/18
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1: Wood, non -insulated, new construction
Deck Description: "/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened deck, membrane adhered.
Base Sheet: One or more plies of ASTM D226 Type 11 or ASTM D2626 with a minimum 4" side lap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps
and two staggered rows 12" o.c. the field of the roll.
Membrane: One or more plies of Weatherlock® Specialty Tile & Metal Underlayment with a minimum 3"
side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the
membrane to obtain maximum contact. Remove the release membrane as the membrane is
applied.
Note: When used in Tile roof systems Weatherlock® Specialty Tile & Metal Underlayment
shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum
12" o.c. at the side laps. No nails or tin caps shall be exposed.
Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-160, Mechanically Fastened Roof
Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies
NOA No.: 18-0523.02
Expiration Date: 07/31/23
Approval Date: 08/02/18
Page 3 of 4
El
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PARTS
F.
28 P-4933 NUT, 3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANEL McMASTER
,
53
lei I_VS�9q=9:1:1:1111?
LINE ITEMS NOT USED:
8, 13, 35, 38, 48-49
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W�N9DOW SYSTEMS 11 l��lunJ
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8700 PVC
SWING DOOR
IMPACT
n w
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W CO
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No 58201 'F7�
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r�ry• �� O R
�iiS/ONApoli�11�0�``.
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
AIDE
09/20/12
VG #:
REV.:
CWS-817
A
:ALE:
SHEET
1:1
3 OF 6
LORTATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. Weatherlock® Specialty Tile & Metal underlayment shall be installed in strict
compliance with applicable Building Code.
3. Weatherlock® Specialty Tile & Metal underlayment shall be applied to a smooth, clean and dry surface with deck
free of irregularities.
4. Weatherlock® Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a
recover, but may be applied over roofing Base/Anchor sheet underlayment.
5. Weatherlock® Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than
90 days of application.
6. The standard maximum roof pitch for Weatherlock® Specialty Tile & Metal underlayment shall be 6:12 when tiles
are loaded directly to the Weatherlock® Specialty Tile & Metal underlayment; loading boards or battens are
required on roof pitches greater than 6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.
8. Tiles shall be stored on battens on roof pitches greater than 6:12".
9. Weatherlock® Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of
Acceptance listing Weatherlock® Specialty Tile & Metal underlayment as a component part of an assembly in the
Notice of Acceptance. If Weatherlock® Specialty Tile & Metal underlayment is not listed, a request may be made
to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval
provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance,
and fire testing results.
10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep
the deck thoroughly to remove any dust and debris prior to application.
11. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane
from the center outward in both directions. For ridge applications, center the membrane and roll from the center
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock® Specialty
Tile & Metal underlayment shall be applied over the underlayment.
15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and
the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product
Control Seal as shown below.
END OF THIS ACCEPTANCE
NOA No.: 18-0523.02
Expiration Date: 07/31/23
Approval Date: 08/02/18
Page 4 of 4
4 9/16"
.078 1 1 /2"
1
7/16" 2 ;CC 7mF — Ln- 2 15/16"
DOOR HEAD-1833
REINF. VERT. - 1777
4 9/16"
062
1 1 /2"
3
DOOR SILL-1878
2 15/16"
1/8"
4 9/16" LU U
.078 REINF., VERT. - 1825
9/16"
nq's f 1 1/2" y
I:10191oc 1k1AI:3ITil
2 15/16
1/8"
REINF., HORZ. - 1845
1/4"21/4"�
r 45
T .050
FRAME COVER - 1806
PVC DOOR PANEL - 6083
NOTE: ALL EXTRUSIONS ARE 6061-T6 ALUMINUM UNLESS OTHERWISE NOTED.
(cuog®m.
5/8" WINDOW SYSTEMS
9/16" L 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
42 9/16" 47 WWW.CWS.CC
11/16" 1/16"
1/16 HEAD COVER - 1840 8700 PVC
INSERT, FRONT - 5321 SWING DOOR
IMPACT
1 1/8"
Ln
5/8" o
1 9/16" 46
0 0
7
43
13/16" 1/16" w m
+ 1/16" DRIP CAP - 1817
U Z
m O
INSERT, BACK - 5322 a cn
N Z
w
� O
Lu
d a
0
W �
5/8"
2 7/16" d w
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44 1 1/16" 51
1 3/16" 1/16" � ¢ Z
HRESHOLD - 1783 PVC GLAZING BEAD - 6084 ,+,Pt PNDRE �TItAe
�r : No 58201 :1�
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:9 STATE OF ' 4:
yry�� • �; O
S,0NA11 st,���
z2
4/18/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
EXTRUSIONS
AIDE 1 09/20/12
CWS-817 A
'ALE: SHEET
1:2 4 OF 6
ANCHOR AT MIDSP""' 'T
6" MAX. (TYP.)
4" MAX. (TYP.)
12"
MAX O.C.
(TYP.)
ANCHOR LAYOUT
3/16" ANCHORS THRU HINGE (TYP.)
(TYP.)
NOTE:
HINGE SPACINGS ARE:
\X. (TYP.) 8-1/2" FROM ENDS
21-5/16" MAX. O.C. FOR UP TO 81" UNIT HEIGHT.
20" MAX. O.C. FOR OVER 81" UNIT HEIGHT.
TYP.)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
BE PROTECTED TO PREVENT REACTION.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED IN TABLE 1, SHEET 6.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 4" FOR MASONRY, 2-13/16" FOR HINGES (ALL SUBSTRATES), 1" FOR WOOD AND METAL.
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS), FMA/AAMA/WDMA300(EXTERIOR DOORS)
aV{]YlY®✓✓ 0 / II
WINDOW SYSTEMS 11 l��lunJ
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8700 PVC
SWING DOOR
IMPACT
IIIIIIIaIZI
'k "{H111118111�
,otgvDREW 4
t No 58201 'F7�
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r �
:9 STATE OF '�:
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zz
4/18/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
AIDE 1 09/20/12
CWS-817 A
:ALE: SHEET
1:20 5OF6
TYPICAL HEAD ANCHORAGE
SUBSTRATE BY OTHERS
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
CONTINOUS DBL 1/4" BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATE
BYINSTALLER.
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
A VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
MIN. EDGE DIST. INTERIOR 1/4" MAX. SHIM aa gom W3
i SEE TABLE 1 MIN. EMBEDMENT WINDOW SYSTEMS
SEE TABLE 1 1900 SW 44TH AVE.
CONTINOUS DBL 1/4" BEADS OF SEALANT OCALA, FLORIDA 34474
AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC
MIN. EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE
SEE TABLE 1 BYINSTALLER. MIN. EDGE DIST.
SEE TABLE 1 8700 PVC
INSTALLATION ANCHOR SWING DOOR
1/4" MAX. SHIM SEE TABLE 1 IMPACT
Ln
INTERIOR T7
o
0 0
HINGE ANCHOR Y
INSTALLATION ANCHOR SEE TABLE 1 w CO
TABLE 1
HINGE MIN. EDGE DIST. Z
SEE TABLE 1 m p
\§/ / i a
PERIMETER SEALANT BY INSTALLER � Q w
INSIDE AND OUT HINGE MIN. EMBEDMENT w
SUBSTRATE BY OTHERS SEE TABLE 1 w
SEE TABLE 1 rBBHORIZONTAL SECTION o w
6 TYPICAL JAMB / HINGE ANCHORAGE p
MIN. EMBEDMENT
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
CONCRETE (2.85 KSI MIN.)
1/4" ELCO ULTRACON
1-3/4"
2-1/2"
HOLLOW OR GROUT -FILLED CMU (ASTM C-90)
1/4" ELCO ULTRACON
1-1/4"
2-1/2"
2XMIN. SOUTHERN PINE (G=0.55)
1/4" ELCO ULTRACON
1-3/8"
7/8"
2XMIN. SOUTHERN PINE (G=0.55)
#12 WOOD SCREW
1-3/8"
7/8"
16 GAUGE (0.060") MIN.
#12-14 HILTI KW IK-FLEXOR ITW
FULL THREAD
STEEL STUD (33 KSI YIELD MIN)
TEKS SELF -DRILLING SCREW
THRU 0.060"
1/2"
1/8" ALUM. (6063-T5 MIN.) OR
#12 GRADE 5 SELF -TAPPING /
FULL THREAD
1/8" STEEL (33 KSI MIN.)
DRILLING SCREW
THRU 0.125"
1/2"
HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1-3/4"
2-1/2"
HINGE ANCHORS INTO HOLLOW OR GROUT -FILLED
3/16" ELCO ULTRACON
1-1/4"
2-1/2"
CMU (ASTM C-90)
HINGE ANCHORS INTO 2X MIN. SOUTHERN
#10 WOOD SCREW
1-3/8"
7/8"
PINE (G=0.55)
HINGE ANCHORS INTO 16 GAUGE (0.060") MIN.
#10-16 HILTI KW IK-FLEXOR ITW
FULL THREAD
1/2"
STEEL STUD (33 KSI YIELD MIN)
TEKS SELF -DRILLING SCREW
THRU 0.060"
HINGE ANCHORS 1/8" ALUM. (6063-T5 MIN.) OR
#10 GRADE 5 SELF -TAPPING /
FULL THREAD
1/2"
1/8" STEEL (33 KSI MIN.)
DRILLING SCREW
THRU 0.125"
IIIIIII¢Izl
,�� t gvD RE Wy T Ai4
�J•
No 58201 'F1�
r �
:9 STATE OF
yry�� • ...........
z�
4/18/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
INSTALLATION DETAILS
AIDE 1 09/20/12
CWS-817 I A
SHEET
1:2 6 OF 6
L. Roberto Loftws P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
Manufacturer: Masonite
Report #: 514009B
Date: 10/10/2017
rllom as(ai Irlomaspe.com
Test Report: N/A
Product., Single door TxF (Wood Frame)
scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of the Florida Building Code 7th edition (2020).
Anchor capacity in shear condition:
Solid members w/ d w/out gap:
a. With threads present in shear plane
Fastener type: 910 wood screw
(NUS 2018, TR12)
Nominal diameter: D:
0,190 in
Gap:
g: 0,0000 in
Root diameter: Dr:
0,152 in
Moment arm:
0.0000 in
Minimum required penetration: p:
1.140 in
Screw bending yield strength:
Fro = 80,000 psi
Side member: Douglas Fir -Larch (G=0.50)
Main member:
Spruce -Pine -Fir (6=0.42)
Side member thickness: t,=
1.000 in
Main member thickness:
t.= 1.500 in
Side member dowel bearing strength: F. =
4,650 psi
Main member dowel bearing strength:
Fes„ = 3,350 psi
Side member dowel bearing length: I, =
1.000 in
Main member dowel bearing length:
I. = 1.140 in
Mode I. Mode L
Mode II
Mode III. Made 111,
Mode IV
qm =
636.5 lbs/in qs = 881 lbs/in
A: 0.0007
A: 0.00096 A:
0.00107
A:
0.00135
P=
725.61 lbs P= 884 lbs
B: 1.07
8: 0.57 B:
0.5
B:
0.000
Ko =
2.400 Ko = 2.400
C:-427.674
C:-253.623 C:
-267.699
C:
-93.6
Z.=
302 lbs Z,= 368 Ibs
P= 331 lbs
Ms= 46.8 in-lbs Mm=
46.8 m-lbs
Ka = 2.400
P = 297 Ibs P =
319 lbs
P =
263 Ibs
Min. Design value: Z= 110 Ibs
2= 138 lbs
Ka= 2.400 Ko=
2.400
Ko=
2.400
Duration Factor: Co= 1.6
Z= 124 lbs Z=
133 lbs
Z=
110 lbs
Allowable Design Value (ZCo): Z'=
175 lbs/anchor
Fastener type: 1/4 ITW Tapcon
Tabulated values
N.O.A. 16-1222.06
Substrate: Hollow block
edge
distance
spacing (in)
2.00
4.00
2.00
130
161
4.00
l63
202
Minimum embedment:
1.25 in
Actual edge distance:
2.50 in
Actual C To C spacing:
3.00 in
Allowable Design Value:
Z..=
155 lbs/anchor (per interpolation when needed)
Fastener type:
#10 Tek screw
Substrate: 18 6A, Steel
Tabulated design value: Z= 1266 lb.
Safety factor: Fs= 4
Allowable Design Value (ZFs): Z.= 316 Ibs/anchor
Minimum anchor capacity: 155 lbs/anchor
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum reau)red anchors
36.38 Design pressure: 70.0 psf
M
95.25
1 of 3
Zane
Arc)
(fit)
Load
(lbs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)Qty
Load
(Ibs)
Al
2.3
161
N/A
N/A
155
2
80
OK
At
9.7
681
6.00
18.00
155
b
114
OK
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
r1iornasa irlornaspe. co ❑I
Anchor Locations:
2 of 3
36.38
9.19
6.00 TYP.
1
6.00
i
6.00
Manufacturer: Masonite
Report #: 514009B
Date: 10/10/2017
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Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rlloal as(d)IrIonnaspe.coal
Manufacturer: Masonite
Report #: 514009B
Date: 10/10/2017
Installation Instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 21/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. 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 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. 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.
8. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. 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.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
3of3
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020