HomeMy WebLinkAboutProduct Approval l
1
36" X 80'
REPLACE DOOR IN 1 OPENING ONLY.
NEW DOOR TO BE IMPACT RESISTANT-
HURRICANE SHUTTERS NOT REQUIRED.
VA
OPENING PRODUCT DESIGN„ .�
OPENING SQ. WIND PRESSURES APPROVAL PRESSIS COMMENTS
NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. G.
1 36 80 20.00 4 36.1 39.3 FL4334.8 60.0 1 °6A 0"' FRONT ENTRY-LSMI
REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVE 00 S.
NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS.
ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS IIfr CDNCRETE
WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMEN
SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES
oi
DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES
MEAN ROOF HEIGHT= 12 FT 9 IN
ELLIS RESIDENCE
6707 COQUINA AVENUE DOOR REPLACEMENT PLAN
FORT PIERCE, FLORIDA
06/30/2015-2:37pm gabriels V:1Projecls\2014-MPS1400 Wind Charts) Reference100-MPS14.400 Series C&C(Currenl).dwg
51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH I MRH <_ 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN
Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE:
Roof - Tributa Area S Ft /r_ Roof Tributa Area 5 Ft 1. TABLES ARE INTENDED TO DEPICT THE.;WORST CASE'PRESSURES.'WORST CASE'IS
_ ht 10 15 20 25 30 35?�D�"-4'5�0�--,;' eight DEFINED AS THE CRITdeAL�GONpITIOR -ANY;ON0 WN VARIABLE AS DESCRIBED BELOW.
10 15 20 25 3D 35 40 45 50 USE OF CRITICAL CO�DIl70NS$EQUIRED'FOR USE ITHTHESETABLES.
(Hei
-SSR 41.0 40.0 -39.3 38.7 -38.3 -3 1.96, 3T3�`30:'J/0-15 ft 50.6 -48.6 -47.2 46.1 -45.2 -44.5 43.8 43.2 -42.7 2.TABLES VALID ONLYjFOBbIL�IN,GS QF ME7) ROOF HEIGHT AS LIMITED ABOVE.
// 3.TABLES VALID FOR'ALL RtiOF T-Y ES,&SkdPES.APPLICABLE REDUCTIONS FOR ROOF SLOPES
+37.8 +36.8 +36.1 +35.5 +35.1 +3,417•. 34:4�+34�"'1�+433:8! +37.8 +36.8 +36.1 +35.5 +35.1 +34.7 +34.4 +34.1 +33.8 I >
LESS THAN 10°SHALL BE�ERFOR ED BY AN•ENtINEER AS A SITE SPECIFIC CONDITION.
16 ft -41.6 -40.5 - .8 -39.3 -38.8 -3�.4f 38d,.;3 8 31:6 16 ft -51.3 -49.3 -47.8 -46.7 -45.8 -45.1 -44.4 -43.8 -43.3 4.IDENTIFY THE BoklD NG MEAN(AVERAGE)"ROOF HEIGHT.IF THE MEAN ROOF HEIGHT
+38.3 +37.3 +36.6 +36.0 +35.6 +35.21-134:9•i+34 6 +349'' \ +38.3 +37.3 +36.6 +36.0 +35.6 +35.2 +34.9 +34.6 +34.3 CANNOT BE IDENTIF EDI�USE-TAPPEAK ROOF HE7l-SNT.
5. ALWAYS ROUND�0P�ROORHE[GHTS,7y. 1fEXTTABLE VALUE OR CONSERVATIVE ASSUMPTION.
17 ft -42.1 -41.1 -40.3 -39.8 -39.3 -38.9`` 8;6�' �38JJ3r,!38(0 17 ft -52.0 -49.9 -48.5 -47.3 -46.4 -45.6 -45.0 -44.4 -43.8 6.CALCULATE THE TRIBUTARY-'AREA OF,T,HE OPENING IN QUESTION(HEIGHT•WIDTH)OR
+38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35 0`;z 34.7 +38.8 +37.8 +37.1 +36.5 +36.0 +35.6 +35.3 +35.0 +34.7 THE SPAN LENGTH(HEIGHT)RUL'TIP-11,)ED-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 -44.4 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL
18 ft BURY
+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
AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(0 SQUARE RAL MULLS. IF THEFEIET)SHALL
19 ft -43.1 -42.0 -41.3 -40.7 -40.3 -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
+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
20 ft -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
+40.2 +39.1 +38.3 +37.8 +37.3 +36.9 +36.5 +36.2 +36.0 20 ft +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 .-=457 -47.(L 46.4 -45.8 8•READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL
21 ft 21 ft r f!7 MUNICIPALITY IN ACCORDANCE WITH CODE.
+40.6 +39.5 +38.7 +38.2 +37.7 +37.3 +36.9 +36.6 +36.3 +40.6 +39.5 +38.7 +382;;+3y`/'^+37.3-'.+36:9'.6 +36.3 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A
-44.4 -43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.9 -52.7 -51.2 -5b.0 i X49:0-,548 7.5.t' '8 -46.3 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
22 f[ 22 ft I � f9�
+41.0 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +37.0 +36.7 +41.0 +39.9 +39.1 +38:538.0 .+37.E�t37 31+,+37.0 +36.7 GENERAL NOTES'
-44.9 -43.8 -43.0 -42.4 -41.9 -41.5 -41.1 -40.8 -40.5 -55.4 -53.2 -51.6 -5b.4 �49.5'�T48i6.C-47,9: 7.3 -46.7
23 ft 23 ft I+.,{� 1 UJ �l �� 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
+41.4 +40.3 +39.5 +38.9 +38.4 +38.0 +37.6 +37.3 +37.0 +41.4 +40.3 +39.5 +38.9-_+38:4+;+38.01!+37,6,C+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 -42.3 -41.9 -41.5 -41.2 -40.9 24 ft -55.9 -53.7 -52.1 -50:9-`9`,94=49�].` '4`-477 -47.1 CRITERIA AS OUTLINED HEREIN.
I,�^^ 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
24 ft +41.7 +40.6 +39.8 +39.2 +38.7 +38.3 +36.0 +37.6 +37.4 +41.7 +40.6 +39.8 +39.2 +38.7 `�38 3:=x38.0 +37.6 +37.4
EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY
25 ft -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
+42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 25 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl=+/-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 -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 26 ft +42.4 +41.3 +40.5 +39.9 +39.4 +39.0 +38.6 +38.3 +38.0 WALLS AND VERTICAL SURFACES ONLY.
-46.4 -45.3 -44.5 -43.9 -43.3 -42.9 -42.5 -42.2 -41.9 -57.3 -55.0 -53.4 -52.2 -51.2 -50.3 -49.6 -46.9 -qg3 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
27 ft VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E.
+42.8 +41.6 +40.8 +40.2 +39.7 +39.3 +38.9 +38.6 +38.3 27 ft +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 "-4Z:S-42.2,_ -57.7 -55.4 -53.8 -52.6 -51.6 -50.7 -49.9 -49.3 -48.7 USE OF THESE TABLES AND CORRESRONPING WIND VELOCITY,EXPOSURE,AND OTHER
COEFFICIENTS LISTEDJiEREIN SHArl:'BE-DTCf-ATED-AND VERIFIED BY THE GOVERNING
28 ft +43.1 +42.0 +41.2 +40.5 +40.0 +397r.;c397 438.9'.+38:G: }8 ft +43.1 +42.0 +41.2 +40.5 +40.0 +39.G +39.2 +38.9 +38.6 BUILDING DEPARTM NrAN_ ERM HOLDER.N�RRANTY FOR APPLICABILITY OF TABLE
-47.1 -46.0 -45.1 -44.5 -44.0 4 fi 4 V VALUE USE IS OFFEND ER i
g Zr^`42;9c='42.6. -58.1 -55.9 -54.2 -53.0 -51.9 -51.1 -50.3 -49.7 -49.1 I �-+
29 f[ r�'�=_ll� �� r / 29 ft 5.THIS SPECIFICA'[)O{�(iISIN OT TEENDEDjO'OFFER ANY PRODUCT APPROVED
+43.4 +42.3 +41.5 +40.8 +40.3 +39.9 -+3915.,+39.2'*+38:951/ +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 CERTIFICATION. RERER'TOr.ANY-SEEARA7ELY'SUSMITTED TEST CRITERIA AND OTHER
-47.4 46.3 -45.5 -44.8 -44.3 4 9 `.S43.S,g��y'-3`.2 -42;9, C -58.6 -56.3 -54.6 -53.3 -52.3 -51.4 -50.7 -50.0 -49.4 APPROVALS FOR DE$$IG,-8�INSTACCATIOWINFORMATION AND APPLICABILITY OF THESE TABLE
30 ft +43.7 +42.6 +41.8 +41.1 +q0.6 +40.:2 +39:8'.�39.Si +3' . 30 ft VALUES WHICH IS TO"B�VEBTFIEb'BY OTHERSjRl CCORDANCE WITH GOVERNING CODES.
\�\ +43.7 +42.6 +41.8 +41.1 +40.6 +40.2 +39.8 +39.5 +39.2 6.ADHERE TO ALL LOCA rIRPAG6..eROTZC X0NiNS,TEM ORDINANCES.
-48.1 -46.9 46.1 -45.4 -44.9 -44]5` -44�=X43;8:,�,t4�3'S``� -59.4 -57.0 -55.4 -54.1 -53.0 -52.1 -51.4 -50.7 -50.1 7.NO CERTIFICATION-ISGDEEERED-EOR�Ti;E I0-EGRTTY OF THE HOST STRUCTURE.
32 ft +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.i-L+4010%+39.7 32 f[ +44.3 +43.2 +42.3 +41.7 +41.2 +40.7 +40.3 +40.0 +39.7 6.EXCEPT AS EXPRESSLY PROVI E_;H EIN,NO ADDITIONAL CERTIFICATIONS OR
-49.0 -47.8 -47.0 -46.3 -45.8 -45.3 -44.9 -44.6 -44.3 -60.5 -58.1 -56.4 -55.1 -54.0 -53.1 -52.3 -51.7 -51.0
AFFIRMATIONS ARE INTENDED.
35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.5 35 ft +45.2 +44.0 +43.1 +42.5 +42.0 +41.5 +41.1 +40.8 +40.51 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, 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 4%OF LEAST ONTALHEHT
40 k +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 40 k +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 QUESTIONMEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQROOF
45 ft -51.7 -50.4 -49.5 -48.8 -48.3 -47.8 -47.4 -47.0 -46.7 45 ft -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 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 �, �,
-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 I 1
SOft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 soft +48.7 +47.4 +46.5 +45.8 +45.2 +44.7 +44.3 +43.9 +43.6 5-53.9 -52.6 -51.7 -50.9 -50.3 -49.9 -49.4 -49.0 -48.7 -66.5 -63.9 -62.1 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 4'55 ft Nall 4
+49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 55 ft +49.7 +46.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44,8 +44.5 Jr I I J� ay60ft -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -499 -49.6 -67.8 -65.1 -63.2 -61.7 -60.5 -59.5 -58.6 -57.9 -57.2 LEV+50.6 +49.3 +48.3 +47.6 +47.0 +46.5 +46.0 +45.7 +45.3 60ft +50.6 +49.3 +48.3 +47.6 +47,0 +46.5 +46.0 +45.7 +45.3 WALLZONEFIGI �� IC
REMARKS IrlGSS CHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING -m o m�
D O INR ISSUE GSS TSB 03105/12 ` z o 0z
rn 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 (2014) EXPRESS K 0 a�
REV 2014 FBG DGM TSB 06/10/15 ` -r 01.
F] - ASCE 7-10, CHAPTER 30 CORPO-EOFFICE: m - w -m
z 160 SW 12th AVENUE SUITE 106 z
1-+ DESIGN LOADS FOR COMPONENTS&CLADDING : z
DEERFIELD BEACH, FL 33442 0 z
MASTER PLAN SHEET m m IV p
I THIS DOCUMENT ISTHE PROPERnoPENCWEERwOEXPFtEss, P:(954)354-0660 F:(954)354-0443 ;0 p
AND SHALL NOT BE REPRODUCED W WHOLE OR PART WITHOUT
®
- CERT OF AUTH#9885 O
WRITTEN CONSENT ENGINEERING EXPRESS.ALTERATIONS,
W IADDITIONS..OROTHERMARgNGS TO THISDOCUMENTARENOT E:HELLO@ENGINEERINGEXPRESS.COM 0 m
PERMITTED AND INVALIDATE OUR CERTIFICAnoN. ASCE 7-10
ENGINEERINGEXPRESS.COM T{
Florida Building Code Online
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i. Product AODroval Menu>Product or Aoolication Search>A^olication List>Applieatlon Detail
o FL#
FL4334-R9
sy Application Type Revision
Code Version 2014
' Application Status Approved
Ax
t.,.
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or
r the Commission if necessary.
k
Comments
Archived
kiv
r r Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
1 West Chicago,IL 60185
(615)441-4258
sschreiber@masonite.com
t Authorized Signature Steve Schreiber
sschreiber@masonite.com
0-1 a rti
Technical Representative
Address/Phone/Email
o
t
Quality Assurance Representative
{
- Address/Phone/Email
r �
Category Exterior Doors
t Subcategory Swinging Exterior Door Assemblies
4 y
1 3i311 f Compliance Method
I n i4 Certification Mark or Listing
(h
Certification Agency National Accreditation&Management Institute
3 Validated By National Accreditation&Management Institute,
P
4 r R Referenced Standard and Year(of Standard) Standard Vear
TAS 201 1994
TAS 202 1994
TAS 203 1994
a Equivalence of Product Standards
r a Certified By
i r
€ i
Product Approval Method Method 1 Option A
http://Nvivw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%2fQyxxFHIC78%2fE%3d[7/21/2015 12:17:39 PM]
Florida Building Code Online
Date Submitted 06/01/2015
Date Validated 06/03/2015
` L Date Pending FBC Approval
t
Date Approved 06/06/2015
i z `
Summary of Products --
1 - —
i :FIL jModel,Number or.-Name Description - ;+
j 1 4334.1 Fiberglass Side-hinged Door Units-Impact 6'-811 Opaque I/S and 0/S Single Door ~�
Rated
Limits of Use Certification Agency Certificate —�
a Approved for use in HVHZ:YesFL4334 R9 C CAC N?005930.01.PDF
Approved for use outside HVHZ:Yes
Quality Assurance Contract Expiration Date
1 ' Impact Resistant:Yes 02/28/2021
Design Pressure:+70.0/-70.0 Installation Instructions
j Other:Evaluated for use in locations adhering to the Florida Building Code FI_4 334 R9 II FL0120.pdf
; including the High Velocity Hurricane Zone,and where pressure Verified By: National Accreditation&Management Institute
requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: 4
u " Buildings and Other Structures,does not exceed the design pressures Evaluation Reports
t n listed.3'-0"x 6-8"max nominal size.Hurricane protective system is NOT FL4334 R9 AE 5048.E
required.See anchor detail DWG MA-FL0120-05 for additional information. Created by Independent Third Party:Yes
r r^ z 4334.2 Fiberglass Side-hinged Door Units-Impact 8'-0 Opaque I/S and 0/S Single Door ;
x Rated
Limits of Use —~ Certification Agency Certificate
[ Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF G
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i
to r Impact Resistant:Yes 02/28/2021
t r% Design Pressure:+70.0/-70.0 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida Building Code FL4334 R9 II FL0121.ndf
including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute
t4, requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party:
n Buildings and Other Structures,does not exceed the design pressures Evaluation Reports
} listed.3'-0"x 8'-0"max nominal size.Hurricane protective system is NOT FL4334 R9 AE 50313.ndf ('
required.See anchor detail DWG-MA-FL0121-05 for additional Information: Created by Independent Third Party:Yes
[' JI
4334.3 Fiberglass Side-hinged Door Units-Impact 8'-0"Opaque O/S Door w/or w/o Sideiites
i !
Rated
;Limits of Use Certification Agency Certificate I
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930 02 PDF
! 1 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I Impact Resistant:Yes 02/28/2021
Design Pressure:+55.0/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida Building Code FL4334 R9 1I FI0121-ndf
{ including the High Velocity Hurricane Zone,and where pressure Verified By: National Accreditation&Management Institute
requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party:
k Buildings and Other Structures,does not exceed the design pressures Evaluation Reports
listed.12'-0"x 8'-0"max nominal size.Hurricane protective system is NOT FIA334 R9 AE 5018 if
e required.See anchor detail DWG-MA-FLO121-05 for additional Information Created by Independent Third Party Yes
...................... _-- deed-- -.._.
—
i 4334.4 Fiberglass Side-hinged Door Units-Impact 8 0".Opaque I/S Door w/or w/o Sidelites -- I
Rated (€
'Limits of Use Certification Agency Certificate fl
Approved for use in HVHZ:Yes I FL4334 R9 C CAC Ni005930.02.PDF
1
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021 E;
Design Pressure:+50.5/-50.5 Installation Instructions
y * r Other:Evaluated for use in locations adhering to the Florida Building Code FL4334 R9 II FL0121.ndf
Ii including the High Velocity Hurricane Zone,and where pressure Verified By: National Accreditation&Management Institute
: requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does.not exceed the design pressures Evaluation Reports,
x n listed.12'-0"x 8'-0"max nominal size.Hurricane protective system is NOT FL4334 R9AE 501B.odf i
required.See anchor detail DWG-MA-FLO121-05 for additional Information. Created by Independent Third Party: SS—
rp
14334.5 Fiberglass Side-hinged Door Units-Impact 6-8"Opaque O/S Door w/or w/o Sidelites
_ Rated
Limits of Use — Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF —
Approved for use outside HVHZ:Yes
Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
i Design Pressure:+55.0/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida Building Code FIA334 R9 II FL01.20.ndf
' Including the High Velocity Hurricane Zone,and where pressure Verified By: National Accreditation&Management Institute
a ' requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: �I
V j i Buildings and Other Structures,does not exceed the design pressures Evaluation Reports
listed.12'-0"x 6-8"max nominal size.Hurricane protective system is NOT FL4334 R9 AE 502B.odf
( required.See anchor detail DWG-MA-FLO120-05 for additional information. Created by Independent Third Party:Yes
i 4334.6 Fiberglass Side-hinged Door Units-Impact 6'-8"Opaque I/S Door w/or w/o Sidelites
f Rated
g ':'iLimitsof Use Certification Agency Certificate —
if j ri 3 Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF jf
: Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
' r I Impact Resistant:Yes 02/28/2021
( 'y i Design Pressure:+50.5/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida Building Code FL4334 R9 II FL0120.odfi
including the High Velocity Hurricane Zone,and where pressure Verified By:National Accreditation&Management Institute i
C
http:/hvww.floridabuilding.org/pr/pr_app_dtl:aspx?param--wGEVXQwtDgttSMGyvgTunPuaFIwHGK%2fQyxxFHIC78%2fE%3d[7/21/2015 12:17:39 PM]
Florida Building Code Online
! m a requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: 4,
Buildings and Other Structures,does not exceed the design.pressures Evaluation Reports
listed.12'-0"x 6'-8"max nominal size.Hurricane protective system is NOT FL4334 R9 AE 502B.odf
required.See anchor detail DWG-MA-FLO120-05 for additional information. Created by Independent Third Party:Yes
s 4334.7 Fiberglass Side-hinged Door Units-Impact 8'-0"Glazed I/S and 0/S Door w/or w/o Sidelites
Rated
Limits of Use Certification Agency Certificate
} Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.04.PDF
Arl
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date €
I Impact Resistant:Yes 02/28/2021
€ ; Design Pressure:+50.0/-50.0 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida Building Code FL4334 R9 I1 FL0123.ndf
Including the High Velocity Hurricane Zone,and where pressure Verified By: National Accreditation&Management Institute
f ? requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: I
( j Buildings and Other Structures,does not exceed the design pressures Evaluation Reports
!listed.12'-0"x 8'-0"max nominal size.Hurricane protective system is NOT FL4334 R9 AE 501B.pdf j
%I 4334.8 Fiberglass Side-hinged Door Units-Impact 6'-8"Glazed I/S and 0/S Door w/or w/o Sidelites
I 'Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4334 R9 C.CAC NI005930.03.POF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date �
Impact Resistant:Yes 02/28/2021
Design Pressure:+60.0/-60.0 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida Building Code FL4334 R9 II FL0122.orif
I= including the High Velocity Hurricane Zone,and where pressure Verified By: National Accreditation&Management Institute
I requirements as determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party:
] ; Buildings and Other Structures,does not exceed the design pressures Evaluation Reports
<< listed.12'-0"x.6-8"max nominal size.Hurricane protective system is NOT FL4334 R9 AE 502B.Ddf
€ '•.' ,r required.See anchor detail DWG-MA-FLO122-05 for additional information. Created by Independent Third Party:Yes p
yy#
14 't
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
5 ]
C The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
t r ' Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-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 455.275(1),
' Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
p t.. 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
I m°? 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 bgLe.
Product Approval Accepts:
securitvmirriucs
"t a
http:/hylvw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%2fQyxxFH1C78%2fE%3d[7/21/2015 12:17:39 PM]
NOTICE OF PRODUCT CERTIFICATION
�oocER>HFicgo, Company: Masonite-International Corporation Certification No.: NI005930.03
y 1955 Powis Road Certification Date: 02/17/2005
West Chicago,IL 60185 Expiration Date: 02/28/2021
� w Revision Date: 02/20/2015
'�� �✓ �,� Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/and w/o Sidelites(w/Wood Frame unless noted)
Specification: TAS 201/202/203-94/ASTM E330
Ah!'!ED P►�a�
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 ww«•.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing GlazedDesign Water tINlissile Test Report Number
Configuration or or Maximum Pressure Test Impact Drawing Number&
Cammentg
X 1/S Glazed 3'0"x 6'8" +60/-60 2.86 psf Yes NCTL-210-3108-1
Single Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0122-05
Single 9.0 psf* Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0122-05
XX I/S Glazed 6'0"x 6'8" +60/-60 2.86 psf Yes NCTL-210-3108-1
Double Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0122-05
XX O/S Glazed 6'0"x 6'8" +60/-60 6.0 psf/ Yes NCTL-210-3108-1
Double 9.0 psf* Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FL0122-05
XO/OX I/S Glazed Door 6'0"x 6'8" +60/-60 2.86 psf Door-Yes NCTL-210-3108-1
Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0122-05
XO/OX O/S Glazed Door 6'0"x 6'8" +60/-60 6.0 psf/ Door-Yes NCTL-210-3108-1
Single w/Sidelites Glazed Sidelite 9.0 psf* Sidelite-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0122-05
OXO I/S Glazed Door 9'0"x 6'8" +60/-60 2.86 psf Door-Yes NCTL-210-3108-1
Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel SizeA'0"x 6'8"
Anchor Detail-MA-FL0122-05
OXO O/S Glazed Door 9'0"x 6'8" +60/-60 6.0 psf/ Door-Yes NCTL-210-3108-1
Single w/Sidelites Glazed Sidelites 9.0 psf'* Sidelites-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0122-05
OXXO US Glazed Doors 12'6"x 6'8" +60/-60 2.86 psf Doors-Yes NCTL-210-3108-1
Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0122-05
OXXO O/S Glazed Doors 12'6"x 6'8" +60/-60 6.0 psf/ Doors-Yes NCTL-210-3108-1
Double w/Sidelites Glazed Sidelites 9.0 psf'* Sidelites-Yes Maximum Panel Size:3'0"x 6'8"
Anchor Detail-MA-FL0122-05
*High Dam Threshold
National Accreditation & Management Institute,Inc./4794 George Washington Memorial HighwayfHa , A 23072
Tel: (804) 684-5124 Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
L0
CL: Do
149"MAX. OVERALL FRAME WIDTH O O
375" MAX
36
" MAX . .
HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 20.5 37.5" MAX. ¢ c)
D.L.O. PANEL WIDTH J
6'-B"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH 0 -
CLU
GENERAL NOTES FW-- Ln(=j
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 0
THE FLORIDA BUILDING CODE AND WHERE PRESSURE (f)(n
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM gLLJ
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. = n
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF w (0
A HURRICANE PROTECTIVE DEVICE (SHUTTERS).
a
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. v o
4. PLASTICS TESTING OF FIBERGLASS FACING: A
TEST DESCRIPTION DESIGNATION RESULT ct.
SELF IGNITION TEMPASTM 01929 752 -F > 650'F $ ,
RATE OF BURNING ASTM D635 0.56 IN MIN C-1
SMOKE DENSTIY ASTM 02843 53.4%
TENSILE STRENGTH- ASTM D638 3.2% DIFF
0
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o F-
4500 HOURS XENON ARC METHOD 1 0
DOUBLE DOOR UNIT W/SIDELITES a a
V)(n N 00(n
Add2RdU11110 T1AMl N�31 N N N m
CeddWimNo.:.IVz00$gIf) x N
� N
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mo zQa
d 3: to
V)NJ(nQZ Z
p K O�2 O
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N00 0
N���M�
I G DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE UNIT W/SIDELITES
WITH SIDELITE WITH SIDELITE w w o U m x Z
WHERE WATER INFILTRATION PERFORMANCE IS Dale: 2111105
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE �/� s
OUTSWING INSWING OUTSWING OUTSWING" �^'� L SCALE: N.T.S.
SHEET #1 DESCRIPTION X 37.5 +60.0 -60.0 60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 DWG.BY: SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0
2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 CHK.BY:
3 ANCHORING LOCATIONS & DETAILS 0X0 112.5 +60.0 -60.0 +60.0 -60.0 +19.0 -19.0 +40.0 -40.0 +60.0 -60.0 KURT BALTHAZOR DRAWING ND.:
OXXO 149 +60.0 -60.0 +40.0 -40.0 +60.0 -60.0 FLORIDA P.E. DWG-MA-FLO122-05
• High Dom Threshold Design #56533
sHEE-r_L OF 3
1
40
00
0
6" SEE DETAIL3.. 6° J (O
3 E,
�- 3" _ 3" 3" 3" l— O
I IIII � 'I II I _ ZOO
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6 -I Lll O Q
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B" SEE DETAIL 6" to to Lo u)En to
#8 x 2 1/2" zo�i1W
w Ln
w3 Z
ASTRAGAL RETAINER BOLT HOLE a M Jd 7 o to
MUST BE DRILLED THROUGH U1 vii o¢Z o
#10 x 2" 6jj;--THE THRESHOLD & INTO THE w w _r,o to
#8 x 2-1/2 STRUCTURE DEEP ENOUGH $?w z 0
DETAIL "E" ASTRAGAL ¢=w¢u
#10 x 5/8" FOR A 1.375" THROW
ATTACH ASTRAGAL RETAINER BOLT
#8 x 2-1/2" #10 x 1" o
STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL co
o co I�'t'N 2
0 #10 x 5/8" #10 x 1' AS SHOWN. 0000 Q
0.124"ANNE+DOW
DECORATIVE INSERT cV-d'N M N 0
t2 cj
#10 x 2" AddeMumloNAAti (OPTIONAL)
n
7
O.D90"SAFLEX
DETAIL "C' 0.124"ANN0124'TEMP.
Certdi�tionW Plinr,Sga
DETAIL "D" TYP. �By. L w o v m x z
ALUMINUM OR 8
SPACER , /8 X 1-1/2"PHS
DATe 2 11 05
. SCALE: N.T.S.
0.962"I DOW 832DOW 832/' _ 1 1.75" 1047" OR EQUAti OR EQUAL DWG.BY: SWS
1.375" , � 1pQE61O$ CHK.BY:
T T T TYPICAL GLAZING DETAIL DRAWING No.:
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS DWG-MA-FL0122-05
SHEET_�L OF 3
r Co
SEE DETAIL6"
"E" SHT. 2 3" 3r' �3" Z3.. 6" L3" I 3 r p �
O
6 I I I I I I 16" 6" I I I I
W
M N ` U
_ — L L0
a SEE DETAIL a Q W
N "D" SHT. 2 - - N
J } _
SEE DETAIL
b w
"C" SHT. 2
n
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N
6.r a a�ffi J oa
6" 6rr_
If I II fI II II I e� 0
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3" I-3"
3" 3" 3" a a
AddeMntoNAN SEE DETAIL 6" 6" (n(n v::n u:N
"F" SHT. 2 333333m
C6111fI 0Y1k0.:• (n(A N to N m
_ (n
z zzv~i(n
J 0 w J
1h11N" o t. HARDWARE SCHEDULE w 3` a a
ATTACHMENT DETAIL —MAz a w'3s m o
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o 0 N
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SHIM SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED No("I o 0 4
SIGNED AND SEALED BY ROBERTO LOMAS, PE CL—� �— :r; AT 5-1/2" CENTERLINE. _ w�wm191?� m
(FLORIDA #62514) WITH THE LOWEST (LEAST) ��: o z z z o m
FASTENER RATING FROM THE DIFFERENT FASTENERS ! 2. 4" X 4" FULL MORTISE BUTT HINGES. a=�a��
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY OC rl u)
00 o-w
#10 WOOD SCREWS OR 4" TAPCONS. A PHYSICAL ANCHOR INSTALLATION NIN' Na
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR o
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1"x1/2" CORRUGATED #10X2" WOOD SCREW (2) #10X2-1/2"
WOOD SCREW EDGE DISTANCE MIN 3/4". v t. 3" FROM EACH END 6" FROM EACH END WOOOD SCREWS
/ AND 7" OC AND 12" OC EACH END
1.50"-
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN -MAX { ( w+H-H
SHIM ACRYLIC ® -
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT LATEX
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL�� I- CAULK DATE: 2/17 05
MINIMUM EMBEDMENT OF 1-1/4". ACRYLIC { SCALE: N.T.S.1i+ LATEX —
_ CAULK CL owc.ar: SINS3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHK.BY:
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE CRAVANG No.:
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) DWG-MA-FLO722-05
SHEET_L Of 3
l
' Luis R. Lomas P.E.
233 WMain St Manufacturer:Masonite
Danville,VA 24541 Report#:502B
434-688-0609 Date:05/21/2015
rllomas Cd�lrlomaspe.com
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-FL0142-d5 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.
2.1/4"Tapcon,for masonry installation
Anchor capacity in shear condition:
Solid members w/6 w/out gap:
Fastener type:#10 wood screw (NDS 2012,TR12) Gap: g: 0.0000 in
Root diameter: Or: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member:Douglas Fir-Larch Main member:Spruce-Pine-Fir
Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: Fa„= 3,350 psi
Side member dowel bearing length: 1,= 1.000 in Main member dowel bearing length: 1m= 1.140 in
Mode Im Mode I, Mode II Mode IIIA, Mode III, Mode IV
qm= 509.2 lbs/in qs= 707 lbs/in A: 0.0008 A: 0.00120 A: 0.00134 A: 0.001689
P= 580.5 lbs P= 707 lbs B: 1.07 B: 0.57 8: 0.5 B: 0.000
Ko= 2.200 Ko= 2.200 C: -342.139 C: -212.263 C: -223.524 C: -93.6
Z,,,= 264 lbs Z,= 321 lbs P= 265 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ka° 2.2 P= 246 lbs P= 263 lbs P= 235 lbs
Min.Design value: Z= 107 lbs Z= 120 lbs Ko= 2.2 Ka= 2.2 Ko= 2.2
Duration Factor: Co= 1.6 Z= 112 lbs Z= 119 lbs Z= 107 lbs
Allowable Design Value(ZCo): Z'= 171 lbs/anchor
Fastener type:1/4"ITW Topcon N.O.A.12.0816.06
Substrate:Hollow block Minimum embedment: 1.25 in
Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs
Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs
Actual edge distance: 2.50 in Reduction factor: 0.85
Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs
Spacing: 2.00 in Tabulated shear design value: Z= 166 lbs
Actual spacing: 3.00 in Reduction factor: 0.91
Allowable Design Value(Zf,v.,): Z..= 156 lbs/anchor
Minimum anchor capacity: 156 lbs/anchor
Note:Anchors with the least capacity is used for calculations to quality anchors with higher capacity.
Anchor calculations,minimum required anchors
36.38338 Design pressure: 60.0 psf
�A/i At Area Load Max. Anchor
Zone (ft') (lbs) Ind.(in) O.C. Cap. Qty Load Result
j 79.25 (in) (lbs) (lbs)
Al Al AI 2.3 138 N/A N/A 156 1 138 OK
Az 7.7 463 6.00 21.00 156 5 93 OK
72.75 A3 7.7 463 N/A N/A 156 3 154 OK
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Area Load Max. Anchor
Zone z Ind.(in) O.C. Cap. Load Result
Al A4 Aa Al (ft) (lbs) (in) (lbs) Q� (lbs)
Y A3 Y A5 Y P3 Y Al 2.4 146 N/A N/A 156 1 146 OK
�� ^� 79.25 Az 7.9 473 6.00 21.00 156 5 95 OK
Al Aa A4 Al A3 7.8 468 N/A N/A 156 4 117 OK
Al 2.3 138 N/A N/A 156 1 138 OK
147.75 A5 7.7 463 N/A N/A 156 3 154 OK
\o\1tlltl/1/�f/
"Q • s
•
TAT'
OF
Oma. OR Ot
•
AL
Luis
Luis R.Lomas P.E.
FL No.:62514
1 of 3
5/28/2015
Luis P. Lomas P.E.
233 W Main St Manufacturer: Masonite
Denville,VA 24541 Report#: 502B
434-688-0609 Date: 05/21/2016
i'llomas(Mirlomaspe.corn
Anchor Locations: Double door with sidelites
i
u.
�6
a:
d
Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure
indicated herein.
N 41
E N
4 051
. TAT
0.
0 RIO V"
��itsIT wV rk
Luis R.Lomas P.E.
FL No.:62514
2 of 3 512812015
. P
Luis R. Lomas P.E.
233WMain St Manufacturer: Masonite
Danville,VA 24541 Report#: 5028
434-688-0609 Date: 05/21/2015
rllomasO irlomaspe.com
Anchor Locations: Double door
36.38 36.38
6.00 TYR 6.00 TYR 1 S.19 TYR
3.00 TYP.
6.00
13.45
MAX.O.C.
79.25
6.00
Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure
indicated herein.
L Q��'�i
• 'SENcc
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''flo oNaI'L
Luis R.Lomas P.E.
FL No.:62514
3 of 3 5/28/2015