HomeMy WebLinkAboutProduct Approval 08/17/2016-11:1Oam RECEPTION VAPro)ectsl 2014-MPSW00 Wind Charts\Referencet00-MPS14-000 Series C&C(Current)Jeff.dwg
Sth ED. FLORIDA BUILDING CODE. (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH I MRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING
EXPOSURE IC I BASED ONKd=0.85
INTERIOR ZONE PPRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof Tributary Area(Sq Ft__� Roof Tributary Area(Sq Ft) 1. TABLES ARE INTENDED TO DEP,I,CF-THE_WORST CASE'PRESSURES.'WORST CASE'IS
ht 10 15 20 25 30 3 --40 50 - eight 10 15 20 - 30 35 40 45 50 DEFINED AS THE CRITICAL EOhIQITIO'Nj0_F A UNKNOWN VARIABLE AS DESCRIBED BELOW.
USE OF CRITICAL CO�DITION�AEQtlIR FOR U E 1TH THESE TABLES.
-01.0 -40.0 -39.3 38.7 -38.3 -3'.9 -7: .0 -50.6 -48.6 -07.2 -46.1 -05.2 -44.5 -43.8 -43.2 -42.7 2.TABLES VALID O��O _ ILD ISG ROOF HEIGHT AS LIMITED ABOVE.
0-15k 0-15h 3 TABLES VALID FALL OFJ PESS!�� Q APPLICABLE REDUCTIONS FOR ROOF SLOPES
37.8 +36.8 +36.1 35.5 +35.1 + .7'x{34- 4?1 3?f +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 LESS THAN 10°SHAL;�B ERFO -£ 8Yjj7yV E GINEER AS A SITE SPECIFIC CONDITION.
-41.6 -00.5 - -39.3 -38.8 -3 T4 _I 3?8 �- 6 -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 •44.4 -43.8 -43.3 4.IDENTIFY THE BUU L I _ (AVE E RQOF HEIGHT.IF THE MEAN ROOF HEIGHT
16 k +38.3 +37.3 +36.6 +36.0 +35.6 +3 2 ;+3,. 9.6 q 1 16 k +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIFI D�US M1 PEi1K R 0,,��G}iT.
-42.1 -41.1 -40.3 -39.8 -39.3 -38:9 - �`"3 - •0 "17 ft -52.0 49.9 48.5 47.3 46.4 45.6 45.0 44.4 43.8 5.ALWAYS ROUND�f_�@0-_% E_ 0,EX.•7s,5• IN E VALUE OR CONSERVATIVE ASSUMPTION.
17 ft 6.CALCULATE THE TRYBlITARY�IREEqq��QF;HE OPENING IN QUESTION(HEIGHT*WIDTH)OR
+38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 '+ --+34.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)MUCFIP11fEO-BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-42.6 -41.6 40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.0 -46.2 -45.5 -44.9 -04.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL
18 k +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 18 ft +39.3 +38.2 +37.5 +36.9 +36.5 +36.1 +35.7 +35.4 +35.2 OPENINGS ET
ARY
AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE FEET)SHALL
-43.1 -42.0 -41.3 -40.7 -00.3 -39.9 -39.5 -39.2 -38.9 -53.2 -51.1 -49.6 -48.5 -47.5 -46.7 -46.0 -45.4 -44.9 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER
19 k +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 19 ft +39.7 +38.7 +37.9 +37.4 +36.9 +36.5 +36.1 +35.8 +35.6 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
-43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 -39.6 -39.4 -53.8 -51.7 -50.1 -49.0 -48.0 -47.2 -46.5 -45.9 -45.4 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE
20 h +,40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 h +40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
-44.0 -42.9 -42.2 -41.6 -41.1 -40.7 -40.4 -40.0 •39.8 -54.3 -52.2 -50.7 49.5 -48.5 "-47 7---47.0 46.4 -45.8 S.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
_ _ MUNICIPALITY IN ACCORDANCE WITH CODE.
21ft +40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 21 ft +40.6 +39.5 +38.7 + >2-+37. +36I 6- +36.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
22 ft -44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 22 ft -54.9 -52.7 -51.2 -Si" i _. . . ,:8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
+41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 + .5p $:_ 7: 71Y, 37.0 +36.7 GENERAL NOTES:
-44.9 -43.8 -43.0 -02.4 41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -5�4 t 4 . -4 9 47.3 -46.7 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
23 h +41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 23 k +41.4 +40.3 +39.5 +y�.9-+3 . +38.0 1 3 .3 +37.0 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE
-45.3 -44.2 -43.4 -42.8 -02.3 -41.9 -41.5 -41.2 -40.9 -55.9 -53.7 -52.1 -50:9-4!M9 "4 - - .4 - .. -47.1 CRITERIA AS OUTLINED HEREIN.
24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +38.0 +37.6 +37.4 24 ft +41.7 +40.6 +39.8 +39.2 +38,7 -+38.0 +37.6 +37.42.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
-45.7 -44.5 -43.8 -43.1 -42.6 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.3 -50.3 -49.5 -48.8 -48.1 -47.5 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
25 h +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 1+41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
26 ft -46.0 -44.9 -44.1 -43.5 43.0 -42.6 42.2 -41.9 -41.6 26 ft -56.8 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.5 -47.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR
+42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY.
27 h -06.4 -05.33.-43.9 -43.3 -42.9 -42.5 -42.2 -41.9 27 h -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -48.9 -48.3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E.
+42.8 +41.6 +40.8 +40.2 1+39.7 +39.3 +38.9 +38.6 +38.3 +42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.
-46.8 -45.6 -44.8 -44.2 43.7 -43.2 -42.9 '"42.---42.2- -57.7 -S,1A -53.8 -S2.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORggESPONDING WIND VELOCITY,EXPOSURE,AND OTHER
28 h -_28 h COEFFICIENTS LISTED-HEREIN SHALLIBE DI_CTATED_QND VERIFIED BY THE GOVERNING
+43.1 +42.0 +41.2 +40.5 +40.0 +3:6�t39. .9 [+38I6I j +43.1 +42.0 +41.2 +40.5 +40.0 +39.6 +39.2 +38.9 +38.6 BUILDING DEPARTM l'AND.pE'RM O fDER.N /ARRANTY FOR APPLICABILITY OF TABLE
29 h •47.1 -46.0 -45.1 -44.5 -44.0 -4 T6 -4� -0 "" -?6 / -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 VALUE USE IS OFFER D
I 29 h S.THIS SPECIFIC A 0�ITEfjIQE T, FFER ANY PRODUCT APPROVED
+43.4 +42.3 +41.5 +40.8 +40.3 +3_9 X39; + _ 8: +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RE R TO'F�N. RQ, YL MITTED TEST CRITERIA AND OTHER
-47.4 -46.3 -45.5 -44.8 -44.3 -4 T9 4.2 4 9 -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50:0 -09.4 APPROVALS FOR DES GQLTION,,1TION AND APPLICABILITY OF THESE TABLE
30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +4, 2 +39.5 g 30 ft +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 VALUES WHICH IS T B VE FIEDjjB_Y_�OT(jEfj, I CCORDANCE WITH GOVERNING CODES.
6.ADHERE TO ALL rIM� O�- 0 ' M ORDINANCES.
32 ft -48.1 -46.9 -46.1 -45.4 -44.9 -44: 51 3, - _[ -32 ft -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7,NO CERTIFICATION' ERED,FOTYiI',E I GRITY OF THE HOST STRUCTURE.
+44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 - 4Q, 9.7 +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 8.EXCEPT AS EXPRESSLY PR-VEDFJJi�REIN,NO ADDITIONAL CERTIFICATIONS OR
35 ft -49'0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 35 ft -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0 AFFIRMATIONS ARE INTENDED.
+45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF 4REQUIRED. ROOF
PEAK ROOF
-50.4 -49.2 -48.3 -47.6 -47.1 46.6 -46.2 •45.9 -45.5 -62.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 WHICHEVER IS SMALLER,BUT NOT LESS THAN 40a OF LEHEIGHT
40 h +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 ft +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESMEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFROOF
45 h -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 45 k -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.S -53.8 a aVE HEIGHT
+47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 +47.6 +46.4 +45.5 +44.8 +44.2 +43.8 +43.3 +43.0 +42.6 F-52.8 -51.5 -50.6 -49.9 -49.3 -48.9 -48.4 -48.1 -47.7 -65.2 -62.6 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 HT50ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 50ft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6-53.9 -S2.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -08.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.155k +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 55ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 rJ I Jr ra-54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49,6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 EL V TIO 60ft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 6oft +50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 WALL ZONE FIGURES ISOMETRIC
FA O a REMARKS DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING o o �T
D O GSS TSEI 12� INIT ISSUE GSS TSB 03/05/ 0� m T
m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 201/J K c krll Zom
r � 1T EXPRESS° _o.REV 2014FBCDGM TSB 06/10/15 ASCE 7-10 CHAPTER 30 CORVORgTEOFFICF: $ "�z m 160 SW 12th AVENUE, SUITE 106 m. D
DESIGN LOADS FOR COMPONENTS&CLADDING z
MASTER PLAN SHEET DEERFIELD BEACH, FL 33442THIS DOCUMENT IS THE PROPERTY OF ENGINEERING UPRESS. P:(954)354-0660 F:(954)354-0443 z AANDSRALLNOTBEREPRODUCED W WHOLE OR PART WITHOUT CERT OF RUTH#9865mo I`_ m wRrrrENCONSENTGFENGiNEEwrvGEIwREss.a.TERanGNS, 1 E:HELLO@ENGINEERINGD(PRESS.COM z
LA) ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7-10 z
PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM `'
Florida Building Code Online
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Regulation
Product Aoorovai Menu>Product_or Aoolication Search>Aoolication List>Application Detail
g FL# FL8228-R7
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Archived 0
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(615)441-4258
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute,
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
01 affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s) are in
compliance with the new Florida Building Code.
hitp:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDquftCwaMPtp3Tq 1 BvStmXEZD15%2tUbSu5ng%3d[7/28/2015 3:30:47 PM]
Florida Building Code Online
Documentation from approved Evaluation or Validation Entity OYes ONo ON/A
Product Approval Method Method 1 Option A
�y
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval
Date Approved 05/04/2015
Summa of Products
FL`# - Model,,Number or Name ,Description
8228.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque I/S and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.01.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +85.0/-85.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0160Dx.pdf
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, does Created by Independent Third Party:
not exceed the design pressures listed. 3'-0"x 6'-8" max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 504A.12df
but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes
MA-FLO160-07 for additional information.
8228.2 Fiberglass Side-Hinged Door Unit 8'-0"Opaque I/S and O/S Single Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.12d
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +70.0/-70.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0161Dx.rdf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7,does Created by Independent Third Party:
not exceed the design pressures listed. 3'-0"x 8'-0" max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 503A.Rdf
but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes
MA-FLO161-07 for additional information.
8228.3 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Inswing Single or Double Door w/or w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.01.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0160Dx.pdf
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7,does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 502A.pdf
but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes
MA-FLO160-07 for additional information.
8228.4 Fiberglass Side-Hinged Door Unit 6'-8"Opaque Outswing Single or Double Door w/or w/o
Sidelites
_• �' Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.01.1df
=' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0160Dx.12df
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7,does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 502A.1df
but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes
MA-FLO160-07 for additional information.
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3TglBvStinXEZD15°/*2flJbSu5ng%3d[7/28/2015 3:30:47 PM]
Florida Building Code Online
8228.5 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.12df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0161Dx.�df
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ, FL8228 R7 AE 501A.pddf
but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes
MA-FLO161-07 for additional information.
8228.6 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Outswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.02.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +55.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0161Dx.odf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7,does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 8'-0"max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ, F1_8228 R7 AE 501A.pdf
but not required in the Wind Borne Debris Region. See DWG- Created by Independent Third Party: Yes
MA-FLO161-07 for additional information.
8228.7 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Inswing Single or Double Door w/or w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.03,pddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +52.0/-52.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0162Dx.12df
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7, does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ FL8228 R7 AE 502A.pdf
and the Wind Borne Debris Region. See DWG-MA-FLO162-07 Created by Independent Third Party: Yes
for additional information.
8228.8 Fiberglass Side-Hinged Door Unit 6'-8"Glazed Outswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.03.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +55.0/-55.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0162Dx.pdf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7,does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ FL8228 R7 AE 502A.12df
and the Wind Borne Debris Region. See DWG-MA-FLO162-07 Created by Independent Third Party: Yes
for additional information.
8228.9 Fiberglass 9 Sin /or w/o Sidelites le Side-Hinged Door Unit 8'-0"Glazed Inswing or Double Door w
9 9 /
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +40.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0163Dx.pdf
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7,does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports
nominal size. Hurricane protective system required in HVHZ FL8228 R7 AE 501A.pdf
and the Wind Borne Debris Region. See DWG-MA-FLO163-07 Created by Independent Third Party: Yes
for additional information.
hitp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3TglBvSttnXEZD15%2flJbSu5ng%3d[7/28/2015 3:30:47 PM]
Florida Building Code Online
8228.10 Fiberglass Side-Hinged Door Unit 8'-0"Glazed Outswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R7 C CAC NI006900.04.g_df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Desi -47.0 Installation Instructions
Pressure: +43.0
9 / tructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0163Dx.pddf,
Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements as determined by ASCE 7,does Created by Independent Third Party:
not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports
t nominal size. Hurricane protective system required in HVHZ FL8228 R7 AE 501A.pdf
and the Wind Borne Debris Region. See DWG-MA-FLO163-07 Created by Independent Third Party: Yes
for additional information.
8228.11 Fiberglass Side-Hinged Door Unit 6'-8"Impact Glazed Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.05.pddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +52.0/-52.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0162Dx.pdf
Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements as determined by ASCE 7 Created by Independent Third Party:
do not exceed the design pressures listed. 12'-0"x 6'-8" max Evaluation Reports
nominal size. See DWG-MA-FLO162-07 for additional F1_8228 R7 AE 502A,pddf
information. Created by Independent Third Party: Yes
8228.12 Fiberglass Side-Hinged Door Unit 64"Impact Glazed Outswing Single or Double Door w/or w/o
Sidelites
- Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.05.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +55.0/-55.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0162Dx.pddf
Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements as determined by ASCE 7 Created by Independent Third Party:
do not exceed the design pressures.listed. 12'-0"x 6'-8" max Evaluation Reports
" nominal size. See DWG-MA-FLO162-07 for additional FL8228 R7 AE 502A.odf
information. Created by Independent Third Party: Yes
8228.13 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Inswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL8228 R7 C CAC NI006900.06.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
h Design Pressure: +40.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0163Dx.pdf
Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation &Management Institute
and where pressure requirements as determined by ASCE 7 Created by Independent Third Party:
do not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports
nominal size. See DWG-MA-FLO163-07 for additional FL8228 R7 AE 501A.pddf
information. Created by Independent Third Party: Yes
8228.14 Fiberglass Side-Hinged Door Unit 8'-0"Impact Glazed Outswing Single or Double Door w/or w/o
Sidelites
Limits of Use Certification Agency Certificate
9 Y
Approved for use in HVHZ: No
FL8228 R7 C CAC NI006900.06.12df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
2020
Impact Resistant:Yes 12 31
P / /
Design Pressure: +43.0/-47.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL8228 R7 II FL0163Dx.pdf
Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements as determined by ASCE 7 Created by Independent Third Party:
do not exceed the design pressures listed. 12'-0"x 8'-0" max Evaluation Reports
nominal size. See DWG-MA-FLO163-07 for additional FL8228 R7 AE 501A.pddf
information. Created by Independent Third Party: Yes
http:Hwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquftCwaMPtp3TgIBvStmXEZD15%2fUbSu5ng%3d[7/28/2015 3:30:47 PM]
Florida Building Code Online
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:: Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
,.,.. mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
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one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click hgL€.
Product Approval Accepts:
® eChectc
im
secvritvrt1i17ti .s,
http://tvww.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGE VXQwtDquftCwaMPtp3Tq 1 BvSbnXEZD15%2fLJbSu5ng%3d[7/28/2015 3:30:47 PM]
NOTICE OF PRODUCT CERTIFICATION
A " qy Company: Masonite International Corporation Certification No.: NI006900.03
,,,,. Atio +r 1955 Powis Road Certification Date: 01/14/2007
West Chicago,IL 60185 Expiration Date: 12/31/2020
M 'r Revision Date: 11/21/2014
Product: Fiberglass Glazed Inswing or Outswing Door w/and w/o Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
Specification: TAS 202/ASTM E330
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 Listine at www.Namicertification.com. NAMI's 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 Glazed 3'0"x 6'8" +52/-52 2.86 psf No NCTL-210-3108-1/CTLA-805W-2
Maximum Panel Size:3'0"x 6'8"
X O/S Glazed 3'0"x 6'8" +55/-55 6.00 psf No NCTL-210-3108-1/CTLA-805W-2
Single 8.25 psf* Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
Double Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
XX O/S Glazed 6'0"x 6'8" +55/-55 6.00 psf No NCTL-210-3108-1/CTLA-805W-2
Double 8.25 psf* Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
XO/OX I/S Glazed Door 6'0"x 6'8" +52/-52 2.86 psf Door-No NCTL-210-3108-1/CTLA-805W-2
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
XO/OX O/S Glazed Door 610"x 6'8" +55/-55 6.00 psf Door-No NCTL-210-3108-1/CTLA-805W-2
Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
OXO I/S Glazed Door 910"x 6'8" +52/-52 2.86 psf Door-No NCTL-210-3108-1/CTLA-805W-2
Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FLO162-07
OXO O/S Glazed Door 910"x 6'8" +55/-55 6.00 psf Door-No NCTL-210-3108-1/CTLA-805W-2
Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
OXXO I/S Glazed Doors 12'6"x 6'8" +52/-52 2.86 psf Doors-No NCTL-210-3108-1/CTLA-805W-2
Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
OXXO O/S Glazed Doors 12'6"x 6'8" +55/-55 6.00 psf Doors-No NCTL-210-3108-1/CTLA-805W-2
Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-No Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0162-07
*Denotes High Dam Threshold Design
National Accreditation& Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
00
149"MAX. OVERALL FRAME WIDTH cc-
SIDE-HINGED FIBERGLASS(DOOR UNIT
21" MAX 36.375" MAX. O Q�
D.L.O. -PANEL WIDTH
I
6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES FRAME WIDTH c'J
N/ ASTRAGAL
�O
GENERAL NOT E5
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO cc
cO Q
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _-
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^ L U
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
�_ N z !-
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. Q
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, W
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), p
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON
PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS O _
WITH NON-IMPACT GLASS. �+
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 W
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 k
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. v
5. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION DESIGNATION RESULT a o
SELF IGNITION TEMP ASTM 01929 752 'F > 650 'F o,a fi
RATE OF BURNING ASTM 0635 0.56 IN MIN S m w W
SMOKE DENSITY ASTM 02843 53.47,
TENSILE STRENGTH- ASTM D638 3.2% DIFF
0
6. PLASTICS TESTING OF LITE FRAME MATERIAL: o'�
TEST DESCRIPTION DESIGNATION RESULT DOUBLE DOOR UNIT W/SIDELITES a a
SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F -
RATE OF BURNING ASTM 0635 0.77 IN MIN Addaldlantoftl3 3 3}
SMOKE DENSITY ASTM 02843 13.4% C ft ti�lNIL! N 66 L 06-/L N rn VO)1n m
TENSILE STRENGTH• ASTM D638 -7.50% DIFF KFAa Bd by =N
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING Z
Hata Aev ax 7 0 cD
4500 HOURS XENON ARC METHOD 1 Z Z
Q W Q
T GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13. U
g Of O
U LV)0 z
W O
QULWD¢ Ln
Ln
B e e e
�OOO LSI
N N 0)
CO- t
IN R DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W SIDELITES
WITH SIDELITE WITH SIDELITE o C)m a z
WHERE WATER INFILTRATION PERFORMANCE IS DATE. 1�I I I
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
SHEET /f DESCRIPTION
CIG MAX IDTH INSWING INSWING OUTSWING OUTSWING• �/.r � SCALE: N.T.S.
X 7. +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 4�.•++�' DWG.BY: SINS
1 TYPICAL ELEVATIONS & GENERAL NOTES +52.0 -52.0 +19.0 -19.0 +40.0 -40.0 1,55.0 -55.0
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 CHK.BY:
3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +52.0 -52.0 +55.0 -55.0 +19.0 4 -19.0 +40.0 4 -40.0 +55.0 -55.0 KURT BALTHAZOR DNA1»NG NO.:
OXXO 149 +52.0 -52.0 +55.0 -55.0 119.0 -19.0 4-40.0 -40.0 155.0 -55.0 FLORIDA P.E.
High Dam Threshold Design #56533 DWG-MA-FLO162-07
SHEET 1 OF 3
CL: CO
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6"— — SEE DETAIL —3„ -- —6° Q Lfl
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3,. 3 3„ 3"
6,. 6„—I I I I I I — —I—6" 6.,�— — I Cc �U
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SEE DETAIL — — a a — — SEE DETAIL
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6 SEE DETAIL 6" MdetdwatoNAMI 3 3 3�}
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8 x 2—] 2' flev9wedBy. �T o coZ
# / I, fl�tiiew.: I7 ¢ w r
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�N
® ASTRAGAL RETAINER BOLT HOLE g a x N
MUST BE DRILLED THROUGH v aLL'o0
#8 x 2-1/2" #10 x 2» THE THRESHOLD & INTO THE a uj a
DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH ,N Z a
#10 x 5/8'" ATTACH ASTRAGAL RETAINER BOLT FORA 1.375" THROW _
#8 x 2-1/2" #10 x 3/4" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL m
#10 x 5/8" AS SHOWN. 0 0�
❑ #10 x 3/4» �N N 01 OQ
0.124"ANNEALED DECORATIVE INSERT
#10 X 2' (OPTIONAL) DOW 832
FRAME / DOOR 0.090' SAFLE% IIIc
0.124'ANNEALED .0124'TEMP. f �6% I-1/2'PHS
�
DETAIL ""D' DETAIL »C"
C]UOOQZ
TYPICAL ,
DATE: 1/5/07
Dow e3z '•q� i Dow a3z T"•'•: N.T.S.
{ 0.962"I SCALE:
�/�`T/T'8�—��'-�� 1.75" 11.047" A1 �•" DOW 832 ;•r^.
1.375" J :t.:' ,•.' ;� owc.BY: SN/S
I I T EXTERIOR INTERIOR R INTERIOR CHK.BY:
TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL DRAWING NO.:
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS NON—IMPACT GLASS DWG-MA-FL0162-07
SHEET _L OF .3
SEE DETAIL 6" —6,•
L
CL L0
W
6
„E" SHT. 2 —3' 3„ _ — 3" OC
3 6"
I—6 F — —I I I I I I 11 6" 6" I 1 1 I c p-j
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O
z CL
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SEE DETAIL _ _ Q LL Ln C>
"D" SHT. 2 �^ Ln
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SEE DETAIL w
Z-F
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I I II II II II I X80; a
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3' 6"— 3..—I 6 6"— L 3' g _ !Q2 ds
SEE DETAIL 6" — 6•• v -e o ¢
"F" SHT- 2 o
K ¢
a a
ATTACHMENT DETAIL m
�c33m
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, u1 in v1 v1
SIGNED AND SEALED BY LUIS R. LOMAS, PE =Lo
(FLORIDA #62514) WITH THE LOWEST (LEAST) o c-Z
FASTENER RATING FROM THE DIFFERENT FASTENERS a w
BEING CONSIDERED FOR USE. JAMB, HEAD, AND w 3
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE D
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL a o z
SHIM MUST BE PLACE[T .n� vFr L Al EACH ANCHOR �D W LU o
LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULE a o
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
o =�
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. -BO",
CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. ^N N rn a
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD rn o
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C.
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50' 0 1.25" o s o v m¢z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN _0.25" MIN _0.25"
MAX
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIM MdEDdFllb11
MINIMUM EMBEDMENT OF 1-1/4". DATE: ] N.T.S.D7
/ I I ,. Celfe'ralbrlt�.: 1JIbaG oo_,LF SCALE: N.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CL— �— I CL— �— '�'I �gy DwG.BY: sws
TRANSFER LOADS TO STRUCTURE.
CHK,BY:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DRAWING NO.:
TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FLO162-07
ANCHOR INSTALLATION ANCHOR INSTALLATION
SHEET 3 OF 3
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Product: Double Door with sidelites 12'x6'8"
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.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07
DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07
DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07
DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07
DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07
DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07
Anchors to be qualified:
1. #10 Wood screw,for installation in wood frame substrates.
2. 3/16"ITW Tapcon,for masonry installation
Anchor capacity in shear condition:
Fastener type:#10 wood screw (NDS 2005,11.3)
Side member: Douglas Fir-Larch Main member:Spruce-Pine-Fir
Side member thickness: t�= 1.000 in Main member thickness: %= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: Fu„= 3,350 psi
Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi
Duration Factor: Cp= 1.6 Tabulated lateral design value: Z= 107.0 lbs
Allowable Design Value: Z'= 171 lbs/anchor Mode IV
Fastener type:3/16"ITW Tapcon N.O.A.07-1126.10
Substrate: Hollow block
Minimum embedment: 1.25 in
Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in
Tabulated shear design value: Z= 112 lbs Actual C To C spacing: 3.00 in
Minimum edge distance: 2.63 in C to C spacing factor: 1.00
Tabulated shear design value: Z= 197 lbs
Actual edge distance: 2.50 in
Design value per interpolation: Z= 189 lbs
Allowable Design Value: Z'= 189 lbs/anchor
Minimum anchor capacity: 171 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
Double. Pressure against stops with burnt)threshold:
36.38 36.38 Design pressure: 60.0 psf
Max. Anchor
M
Area Lond Ind.Zone ftlbs in O.C. Cap. Load Result
79.25 ) ) � ) in lbs 4Ty lbs/111
At 2.3 138 N/A N/A 171 1 138 OK
—` Az 7.7 463 6.00 21.00 171 5 93 OK
72.75A3 7.7 463 1 N/A N/A 171 3 154 OK
11L 0����
N • • • • • 'L! /�
*• 0 51
TAT OF
ONAL
ii
rniti
Luis R.Lomas P.E.
FL No.:62514
1 of 4 1/7/2010
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Double. Pressure away from stops:
36.38 36.38
Design pressure: 60.0 psf
Max. Anchor
Area Load Ind.
Al_ At Zone z O.C. Cap. Load Result
79.25 (ft) (lbs) (in) (in) (lbs) Qty (lbs)
A, 10.0 601 6.00 21.00 171 5 120 OK
° AZ 10.0 601 N/A N/A 171 4 150 OK
72.75
Double. Pressure against stops with saddle threshold:
36.38 36.38 Design pressure: 60.0 psf
1 Max. Anchor
-. Area Lead Ind.
Al / Al Zone (ft)Z (lbs) (in) O.C. Cap. Load Result A2� Y_A2 (in) (lbs) Qty (lbs)
79.25 A, 2.3 138 N/A N/A 171 1 138 OK
Az 8.9 532 6.00 21.00 171 5 106 OK
A3 1 7.7 1 463 1 N/A N/A 1713 154 OK
72.75 A4 10.0 601 N/A N/A 171 4 150 OK
Double with sidelites Pressure against stops with bump threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Max. Anchor
Area Load Ind.
Zone z O.C. Cap. Load Result
Al i� A4 � Aa Al i� (ft) (lbs) (in) (in) (lbs) Qty (lbs)Y Y Y 1' A, 2.4 146 N/A N/A 171 1 146 OK
�� ^ /1 f\� 79.25 A, 7.9 473 6.00 21.00 171 5 95 OK
Al Aa A4 Al A, 1 7.8 1 468 N/A N/A 1 171 3 156 1 OK
A4 2.3 138 N/A N/A 171 1 1 1 138 OK
147.75 A5 7.7 463 N/A N/A 171 3 1 154 OK
Double with sidelites. Pressure away from stops:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Max. Anchor
Area Load Ind.
I I I I I Zone ty O.C. Ca Load Result
�A1 P3 P4 13 Al (ft) (lbs) (in) (in) (lbs) Q (lbs)
Aly L YA2 79.25 A, 2.4 146 N/A N/A 171 1 146 OK
Az 7.9 473 6.00 21.00 171 5 95 OK
Al Al A3 8.9 537 1 N/A N/A171 4 134I OK
A4 10.0 601 N/A N/A 1 171 4 1 15 1 OK
147.75
Double with sidelites. Pressure against stops with saddle threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Max. Anchor
Area Load Ind.
'-� Zone Z O.C. Cap. Load Result
�Y Ys YE Y� (ft) (lbs) (in)n, Qty
(in) (lbs) (lbs)
A, 2.4 146 N/A N/A 171 1 146 OK
79.25 A, 7.9 473 6.00 21.00 171 5 95 OK
A1 q1 A3 1 7.8 1 468 N/A N/A 1 171 3 156 1 OK
A4 8.9 537 N/A N/A 171 4 134 OK
147.75 A5 2.3 138 N/A N/A 171 1 138 OK
A6 7.7 1 463 N/A N/A 171 3 154 OK
A7 10.0 601 N/A N/A 171 4 150 OK
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Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Anchor Locations: Double door with sidelites
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Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design
pressure indicated herein.
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Luis R.Lomas P.E.
FL No.:62514
3 of 4 1/7/2010
i
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 502A
336-945-9695 Date: 12/29/09
Anchor Locations: Double door
36.38 36.38
6.00 TYP. 6.00 NP. r 18.19 TYP.
3.00 TYP.
1
1 6.00
13.45
MAX.O.C.
1
79.25
I
1
6.00
1
1
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Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design
pressure indicated herein.
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