RC-12-1154 (2) AEami Shores Village
� g
Building De artment AF A
g p
90050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795.2204 Fax:(305)756.8972
/ INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 20
BUILDING Permit No. /1'e -4^/2
PERMIT AP�e,t
LI A ION Master Permit No.
`
Permit Type: UILDING ROOFING
JOB ADDRESS: 026 &E. ez�X-r
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#. /`3a0(o"B/y'— •?l D
Is the Building Historically Designated:Yes NO Flood Zone: }d
OWNER:Name(Fee Simple Titleholder): e'5A,0W+# Phone#.
Address:. &P6 M dr 97 r9;
City: -�//0;/* $OAMW State: FL zip: �r3x3sr
Tenant/Lessee Name: 41 Phone#
Email: / LA,04r ,P G Vn
V 1011
CONTRACTOR:Company Name: �� Phone#.
Address:
City: State• Zip:
Qualifier Name: Phone#.
State Certification or Registration#: Certificate of Competency#:
Contact Phone#. Email Address:
DESIGNER:Architect/Engineen Phone#:
Value of Work for this Permit:$ Square/Linear Foo f Work:
Type of Work: DAddition L�Iteration DNew /Replace DDemolition
01
Description of Work: It
�'id✓ O/� �r- Ate / n-
J, r
Color thru tile:
Submittal Fee$ Permit Fee$ da CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Trubdug/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT:'
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature Gly A� Signature
Owner or Agent �^ Contractor
The foregoing instrument was acknowledged before me this "2J The foregoing instrument was acknowledged before me this
day of f-?b U,20 L,by - '-7�l- >47 ti y of ,20_,by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: .�``` �rlenf""''�% NOTARY PUBLIC:
s ,
�OXAi��s/�,'j
Sign: — yQ B/ _ Sign:
Print: =—a' P = Print:
My Commission Expires: F 3059 My Commission Expires:
ID
******************************** **************************************************************************
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06110MM)(Revised 3/15/09)
I �
I �
!t
' I !
r
l
s
I �
1
'1
A
ff
1
Note:This drawing is an artistic 20 Designed:7/27/20121(
f interpretation of the general Printed:7/27/2012 i
i appearance of the design.It is
not meant to be an exact rendition.
j
I Neil Harkrader.Ed NEW DIMEN Kitchen Design All Drawing#: 1
i
,'. 44-L13 I
4W. — —46;x°--�'
—232..°
I
�= 1284A°--- .
r-23 3 21" -r 43" 14" -27"—
= a
--487- 5. 36" ,e
22" '
21 L' EXSHELF43x1!Z 1 WD274215
�tt N
D-72.UC219624r 4.DISHW v -j BDO
ca
NO POINT ALONG COUNTER TO BE MORE THAN
?FEET FROM G.F..i PROTECTED RECEPTACLE. N
PUT DNV RECEPTACLE UNDER SINK.ALL FIXED APPLIANCES ON DEDICATED QKTSr o'•;�
Z � Q a o
O
co i Ill: 0
N —
th K3'_ CCh
m i t
BLC36L -- DB36-3 ` N
chi •% _ -
_+ M
04
_ V
__^ �' d
r- ' 36"-- — 36" { 29"
i
12 89"- --
7
4.
1 All dimensions_size designations This is an original design and must Designed:7/27/2012
given
/2712012
given are subject to verification on ,e 20. oir released or copied unless Printed 7!2712012
lob site and adjustment to fit job applicable fee has been paid or job
i conditions. order placed. 11
wing#F: 1
Neil Harkrader,Ed NEW DIMEN Kitchen Design FINAL.kit All Dra
Al" //-ok l a Of
NOY 14 z012
MIAMI MIAMI-DADE COUN'T'Y
o PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE D -- 11805 SW 26 Su=4 Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
'I'(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NUA &ww.miam �de.eovrbailding
Poma Corporation /1-1;?-g.
9040 Belvedere Road F/j
West Palm Beach,FL 33411
SCOPE:
This NOA is being issued under the applicable rules and regal svenni the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County BNC-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 besting and the AHJ may immediately revoke,
modify,or suspend the use of such product or material within their jurisdiction. BNC 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.
DESCRIPTION: 0.850"Aluminum Storm Pauels Shutter
APPROVAL DOCUMENT:Drawing No.06-537,titled"0.050"Aluminum Storm Panel",sheets I through 4 of
4,prepared by Iliornton Tomasetti,dated Doo mbar 06,2006,last revision#0 dated December 06,2006,signed and
sealed by V.J.Knezevich,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of
Acceptance number and expiration date by the Miami-Dade County Product Control Section.
NZIS<SIILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING:Each panel shall bear a permanent label with the manufacturer's name or logo,city,state,the
following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS-202,
and TAS-203,unless otherwise noted herein.
RENEWAL of this NOA shall be considered aft 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#06-0823.06 and consists of this page 1,evidence submitted pages E-I &E-2 as well as
approval document mentioned above.
The submitted documentation was review"Hehmy A.Makar,P.E.,M.S.
NOA No. 11-0810.01
Expiration Date: 08/16/2012
08I T AO I/ Approval Date:08125/2011
Page 1
e
M
t ti
Poma g=gration
NOTICE OF ACCEPTANCE: EVIDENCE SUBMII'D
1. EVIDENCE SUBbIrl" D UNDER PREVIOUS APPROVAL#01-0410.10
A. DRAWINGS
1. Drawing No. 00-408, titled V.050"Aluminum Storm Panel",prepared by
Knezevich&Associates, Inc., signed and sealed by V. J Knezevich, P.E., dated
March 30, 2001, last revision#2 dated August 13, 2001, sheets 1 through 4 of 4.
B. TESTS
1. Test report on: 1) Un form Static Ate Pressure test Loading,per PA 202-94; 2)
Large Mbsile Impact Test,per PA 201-94, and 3) Cyclic Loading Wind Pressure
Test,per PA 203-94 of aluminum storm panels,prepared by Construction Testing
Corporation, Report No. 01-005, dated 0212412001, signed and sealed by
Christopher G Tyson, AK
C. CALCULATIONS
1. Comparative analysis and anchor calculation, titled 0.050"Aluminum Alloy
Storm Panels, dated Much 30, 2001,pages 1 through 31 and anchor
mantifacturers appendix prepared by Knezevich and Associates Inc., signed and
sealed by Y.J. Knezevich, P.E.
2. Comparative analysis, dated duly 16, 2001, 3 pages,prepared by Knezevich and
Associates Inc., signed and sealed by V.d. Knezevich, P.K
D. MATERIAL CERTIFICATIONS
1. Mill Certified Inspection Invoice.#167143 B, dated 08118/00 for Aluminum Alloy
5052-H32 by Commonwealth Aluminum.
2. Corded Tensile Test Report No. CTL#0296G, issued by Certified Testing
Laboratories dated 03113101 for Aluminum sample CTC-0I-OOS, signed and
sealed by Ramesh Patel, P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0823.06
A. DRAWINGS
1. Drawing No. 06-537, titled "O.OSO"Aluminum Storm Panel", sheets 1 through 4 of
4,prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated
December 06, 2006, signed and sealed by V. J Knezevich, P.E.
B. TESTS
1. None.
A.Maker,P.E.,M.S.
BNC,Prauct Control Unit Supervisor
NOA No.11-0810.01
Expiration Date: 08116f2012
Approval Date:08n2SM11
E-1
. t
POW$Caraoration
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Revised Anchor Calculations and details for 0.050"Aluminum Storm Panels, dated
December 05, 2006,pages I through 15 of 15,prepared by Thornton Tomasetti,
signed and sealed by Y. J Knezevich, P.E.
D. QUALITY ASSURANCE
1. By Miami-Dade County Building Code Compliance Office.
E. MATERIAL CERTIFICATIONS
1. None.
3. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami Dade County Building and Neighborhood Compliance Department(BNC).
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
I. Compliance letter by Knezevich Associates Consultant Engineers, dated July 27,
2011, certify compliance with the FBC, 2007 Edition with the 2010 supplement
requirements, signed and sealed by Y. John Knezevich, P.E.
2. A letter by Blackwater Testing, Inc., dated August 08, 2011, notes a contract for
verification test of the 0.030"Aluminum Storm Panel, signed by Dennis W. Duffy.
my A.Makar,P.E.,M.S.
BNC,Proded Control Unit Supervisor
NOA No.11-0810.01
Expiration Date: 08J16/2012
Approval Dato.08/25/2011
E-2
W
090» .II9o-
� p •
000• & , 0" DI -vi TYPI" as,II.00"COVERAGE 600"COVBRAO@ 1 4.00"MA%.j!j
"
OPAM 1a F-! A�1:�— o °M! ! O 9 K"m ® SEN 1,WdtB O ANW a
SIM'ice: •TO 8iAL8. scALB.D"a Y.o" "
OM MALP PAN@L PER $CAlB.D":Y-0" 8CA18 8"+,'-0" CATH 8"s T.p^ O
OP8NIN0 MAY IM U8@O
Nmw-la
A$AMUW490 TO COV@R ,gtg"
OPENING
of
S"
.097 �.87s" .6010" xx,982"7 ..644 .DeAp
Aotr8. 00" .e4 0949t0$" .60•N
GRIM3
'PeC�
t A Y8 O +@•TRACK O T TRACK RBtl.'P"ANS B O �'
*M
A $
KALE,g^+,••0" b H,D"+Y-0" sCAL@.II"",'•0" Al i NA SCAL@+D"a Y•p• �"
$• L �t����d�'�d°:� �� ��� DooD.M14 ALUMINUM ALLOY
SPAN
` WG1 .NLMtE
D. P i IITi P�f01'P PA
M
I d SHCTw�N-
TOP MOUNT
� p pp) PLAN VIEW
4, 8Y tNPO1M0ATi0M s 1(� 4"MAX.
$ SHALL C LY WITH CHAPTER 009- 8 �HH@@pppTe�q^^ t
lip Kc
/SNLL�
J.
0 NUM
PHIC@t R 0@I
OfM
S. =nL �'rnots to Tl�se APPROVAL oo EMwILL T� � � I• � « •. � .
tl Ijj 'ter e" ! tR@ �" i+ mal
A) RTf
No Ol
A t YP.► TTOM MOUNT Olt
IDI t�l �•� Pio t�AM �p TYP(tAl.BLWATRmi
091@0
9' CUM'INAgKIMO P8R P=AND 9NALL!6 PHRPIA P ABE68D
TER
90• Sva"wa. ,/II"OVERLAP-U A@
fff66 .pµ"g'�eg%.gpL g e p�y�o' p {��p�Lo��4=�'�p►�g � g "MM to ►ucrsEv�
6' 11. � STLTEL,OR OALVA2STHBL WITMIf.B.I.MIfOMUM YfHL6 �'�r� PI@C@ �{�aIOtMOFIttl�"OG �
"L 0TatE. AY B TtT � Y �c Irrores
Typ"PIM 1EMRi d
-� '"° sc .,.v .,•^o» 0837
v I ii
i
i'
.....�.+�. i
�..
i
VA
Ov
z
f�
1
0 O
rn�r7�nz�j
Florida•Builduirg Code Online http://www.floridabuilding.org/pr/pi app dtl.aspx?param=w...
Mute Hare ' Lag In User PW&Iratcn Hat roocs i 8WMt&rdtar9e: SMM a Facts PW*calcm FBC etas; SCe sae MBP: Unks search
jFd�puyry3 ( £k}
Product Approval
�JS -a 1 USER"to fleet
<€,< 0M
Pra9rAAmearal A7aw>Prac6mtor AadicaEon 9each>Aadioatiat Ust>ApptMatMn Osteo
FL# FL6228-R5
Application Type Affirmation
Code Version 2010
����
1 E C p�a--�I D Application Status Approved
Comments
N O V 14 2912 arofmred
i
I Product Manufacturer Masorde International
Addresus/Phweffimall 1965 Fowls Road
West Chicago,IL 60186
(615)441-4266
sschreber@masonte.o m;
Atahorized Signature Steve Schreber
MOM sschmber@nmsordte.com
Technical Representative
Address/Phone/Email
uallty Assurance Representative
ASPIM %P
Mff,Vkddress/PhonWEmaff
up I
Category Exterior Doors
Su mategoy Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Cenflostion Agency National Accreditation&Management institute,
Validated By National Accreditation&Management Iretittfe,
Referenced Standard and Year(d Standard) Sid y—
ASTM E1886 2002
ASTM E19M 2002
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
w`I affirm that there are no charges in the row Florida Building
Code which effect my product(s)and my product(s)are in
co plknce with the new Florida Building Cade.
Documentation from approved EvakOlon or.Validation Entity £,;.',•Yes ?; No:Y=N/A
i r
1 of 5 04/01/2012 07:44 PM
Florida Build ng Code Online http://www.floridabuilding.org/pr/pr app dtl.aspx?pmm--w...
Product Approval Method Method 1
Option A
Date Submitted 02/08/2012
Date Validated 02/08/2012
Date Pending FBC Approval
Date Approved 02/13/2012
Surnmary of Products
FL# Model,Nurnber or Name Description
8228.1 Fiberglass Side-Hinged Door Unit 6'-8"Opaque US and O/S Single Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL8228 R5 C GAC NI008900.01.rxit
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Real I Yes 12/31/2014
Design Pressure:+86.0/-85.0 Installation Instructions
other:Evaluated for use in locations adhnering to the Florida FL8228 R5 if FL0160Dx.od
Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute,
where pressure requirements as determhed by ASCE 7,does not Created by Independent Thud Party:
exceed the design pressures fisted.3'-0"x&4r max rortdrW size. Evaluation Reports
Hurricane protective system required in HVHZ,but not regAw in FL8228 135 AE 504A.W
the Wind Bone Debris Region See DWG-MA-FL0160-07 for Created by Indeperderu Third Party:Yes
additional information.
8228.2 Fiberglass Side-Hinged Doo Unit V-V Opaque US and O/S Single Doo
Limits of Use Co tification Agency Certificate
Approved for use In HVHZ:Yes FL8228 R5 C CAC NIOOM OZ.adf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Rem Yes 12/31/2014
Design Presatre:+70.000.0 Installation Instructions
Otlar:Evaluated for use in locations adhering to the Florida FL8228 R5 II FL0161Dx.cd
Budding Code including the High Velocity Hurricane ire Zone,and Verfied By:National Accreditation&Management Institute,
where pressure requirements as determined by ASCE 7,does not Created by Independent Third Party:
exceed the design pressures listed 3'-0"x 8'-0"max nominal size. Evaluation Reports
Hurricane protective system required in HVHZ,bit not required in FL8228 R6 AE 503A;pdf
the Wu-,d Boma Debris Region See DWG-MA-FL0161-07 for Created by independent Third Party:Yes
additional information.
8228.3 Fiberglass Side-Hinged Doo Unit 644 Opaque Inswing Single or Double Doo w/o w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL.8228 R5 C CAC N10069M01.odh
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Pressure:+60.6/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FUM R5 11 FL0160Dx.odf
Budding Code Including the High Velocity Hurricane Zone,and Verified By:National Accredit lion&Management Institute,
where pressure requirements as determined by ASCE 7,does not Created by Independent Third Party:
exceed the design pressures listed 12-0"x 6'-8"max nominal Evaluation Reports
size.Hurricane protective system required in HVHZ,but not F_1,108 R5 AE 502A.Dd
required in the Wind Boma Debris Region See DWG-MA- Created by Independent Third Party:Yes
FL016D.07 for additional information.
8228.4 Fiberglass Ste-Hinged Doo Unit 6'-8"Opaque Outswing Shgle or Double Doo w/or w/o SideGtes
Limits of Use Certification Agency Certilleate '
Approved for use in HVHZ:Yes FLW28 R6 C CAC N1008900.01.mdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Rem Yes 12/31/2014
Design Pressure:+55.0/-60.5 Installation instructions
2 of 5 04/01/2012 07:44 PM
Florida Building Code Online http://www.Horidabuilding.org/pr/pt-appjtl.aspx.?pamnr--w...
Otter:Evaluated for use in locations adhering to the Florida FL8228 R5 II FL0160Dx.ocff
Building Code including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute,
where pressure requirements as determined by ASCE 7,does not Created by Independent Third Party:
exceed the design Pressures bred 17-V x 648'max nominal Evaluation Reports
size.Hurricane protective system required in HVHZ,but not FL8228 R6 AE 502A,cdf
required in the Wind Boma Debris Regfon.See DWG-MA- Created by Independent Third Party:Yes
FLD160.07 for additional information.
8228.6 Fiberglass Skis-Hinged Door Unit 8W'Opaq a Inswing Single or Double Door w/or w/o Sideltes
Lindts of Use Certification Agency Oerti loafe
Approved for use in HVHZ:Yes FL8228 R6 C CAC NI .02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31=14
Design Pressure:+60.6660.6 Installation Instructions
Ober:Evaluated for use in locations adhering to the Florida FUM R6 11 FL0161 Dx.ux9
Building Code Ialudirg the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute,
where pressure requirements as determined by ASCE 7,does not Created by Independent Third Party:
exceed the design pressures dated 12-V x V-0"max norninal Evaluation Reports
size.Hurricane protective system required in HVHZ,but not FL8228 R5 AE 501A.acf
required in the Wind Boma Debris Region See DWG-MA- Created by independent Third Party:Yes
FLO161-07 for additional information.
8228.6 Fiberglass Side-Hinged Door Unit 8'-0"Opaque Outswing Single or Double Door w/or w/o Sidefites
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL.8728 R5 C CAC N1006900.02.odE
Approved for use outside HVHZ:Yes Quality Assurmee Contract Expiration Date
Impact Resistant:Yes 12/31/2D14
Design Pressuro:+55.0/-50.6 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL8228 R5 it FL01610x.odt
Building Code iraludirg the High Vebcity Hurricane Zorn,and Verified By:National AccredBtatbn&Management institute,
where Pressure requirements as determined by ASCE 7,does rot Created by Irdeperdent Third Party:
exceed the design pressures fisted 174r x 8'-0"max ranhw Evaluation Reports
size.Hurricane protective system required in HVHZ,but rot FL8228 R5 AE 501A.cdf
required in the Wind Boma Debris Region.See DWG-MA- Created by Independent Third Party:Yes
FLO161-07 for additional information.
8=7 Fiberglass Side-Hinged Door UnB 6 if Giesf— Sirugfe to Dolle Door w/d7r w/o Sidelines
L Use CertHfoatlon Agency Cordfloate
Approved for use in HVIfZ Yes FL8228 R5 C CAC-i 006=03.p9f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expired=Data
Impact•Resisitsrt No 12131/2014
Design Pre: +52.0%52.0 _I>remllallon Instructions
Other:Evaluated for use in locations adhering to the Florida FL8228 R6 11 FL0162Dbs r df
Building Code including the Hight Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute,
where Pressure recprhements as determined by ASCE 7,does not Created by IndWan ,Third Party:
exceed the design Pressures listed.12-V x 6'$max nominal Evaluation Repodds
size.Hurricane protective system mquh d h HVHZ and the Wind FLAW R6 AE'602&r d!<
Boma Debris Region.SeeUWG-MA-FUM07 for additional al Created by Independent Third Party:Yes
Ion.
8228 8 Fiberglass Skle•Hirged Door Unit v4r Glazed Outswing Sine or Double Door w/or w/o Sidelites
4AWdirof Use Certification Agency Certiffoate
Approved for use in HVHZ:Yes FL8228 R5 C CAC N1006900.03.0d
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resialmd:No 12/31/2014
Design Pressure:+56.0/-55.0 installation Instructions
Other:Evaluated for use in locatlons adhering to the Florida FL8228 R6 11 FLD162Dx.odd
Building Code Including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute,
where pressure requirerren is as determined by ASCE 7,does not Created by Independent Third Party:
exceed the design pressures fisted.12-0"x 6.8"max ruminal Evaluation Reports
size.Hurricane Protective system required In HVHZ and the Wind FL8718 R6 AE 662A.Kd
Borne Debris Region.See DWG-MA-FLO162-07 for additional Created by Independent Third Party:Yes
information.
8718.9 Fiberglass Skle-Hinged Door Unit 8'-0'Glazed Inswing Single or Double Door w/or w/o Sidelites
Llnft of Use Certification Agency CoMfloats
Approved for use in HVHZ:Yes FL8718 R5 C CAC NI008900.04.r df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2014
Design Pressure:+40.0%46.0 Irstatledon Instructions
Other:Evaluated for use in locations adhering to the Florida FLB228 R5 11 FL01WDx.odf
3 of 5 04/01/2012 07:44 PM
Florida Building Code Online http://www.floridabuilding.org/prlpk-appjtl.aspx?pmm---w...
Building Code it oluding the H4h Velocity Hurricane Zone,crud Verified By:National Accreditation&Management Institute,
where pressure requirements as determined by ASCE 7,does not Created by Independent Third Party:
exceed the design pressures listed 12-X x 8'-0"max nominal Evaluation Norte
size.Hurricane protective system required in HVHZ and the Wind E 8228 R5 AE 601A.ad
Boma Debris Region See DWG-MA-FLO163-07 for additional Created by Independent Third Party:Yes
Information.
8228.10 Fiberglass Side-Hinged Door Unit V-X Glazed Outswirg Sime or Double Door w/or w/o Sidelkes
Limits of Use Certification Agency Certificate
Approved for tree in HVHZ:Yes FL8228 M C CAC N10089W.04 odE
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12!31/2014
Design Pressure:+43.0/-47.0 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FLM R5 11 FLO163Dx.ad
Building Cade Including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute,
where pressure requirements as determined by ASCE 7,does not Created by Independent Thud Party:
exceed the design pressures listed 124r x 8'-0"max nominal Evaluation Reports
size.Hurricane protective system required in HVHZ and the Wind FL8228 R5 AE 501A.od-
Boma Debris Region.See DWG-MA-FLO163-07 for additional Created by Independent Third Party:Yea
I
822811 Fiberglass Sim-Hirged Door Unit 6'-8"Impact Glazed Inswing Single or Double Door w/or w/o
Sidelkes
Limits of Use Certification Agency CertificateApproved for use in HVHZ:No FL8228 R5 C CAC NI006900.05.udf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Presque:+62.0/-52.0 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FI.108 R6 it FL0162Dx.r d#
Building Cade not including the Htgh Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute,
where pressure requirements as determined by ASCE 7 do not Crated by independent Thud Party:
exceed the design pressures listed.12-0"x 6'48'max no muni Evaluation Reports
size.See DWG-MA-FL016247 for aftionel Information. FLOWS R6 AE 602A,W
Created by Independent Thud Party:Yes
8228 1 Fiberglass Sidle-Hirged Doo Unit 6'-8"Impact Glazed Ou tswi g Single or Double Door w/or w/o
Sbelkes
Limits of Use Certification Agency Ceutiliale
Approved for use In HVHZ:No FL8228 R5 C CAC N100690D.06.o
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Data
Impact Restatimb Yes 12/31/2014
Design Pressure:+55.0/-55.0 Installation IlsVudions
Other:Evaluated for use in locations adhering to the Florida FL8228 R5 11 FLO162Dx.nd
Building Cade not including the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute,
where pressure requirements as determined by ASCE 7 do not Created by Independent Thud Party:
exceed the design pressures listed IZ-V x 6'-8'max nominal Evaluation Reports
size.See DWG-MA-FLD162-07 for additional Information. FL8228 R5 AE 602A.139
Created by Independent Thud Party:Yes
8228.13 Fiberglass Sud-Hirged Doo Unit 60 Impact Glazed Inswing Sine or Double Door w/or w/o
SkisAtes
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL8228 R6 C CAC NI00@900 OUdk
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact ResMW*.Yes 12!31/2014
Design Pressure:+40.01-46.0 installation instructions
Otter:Evaluated for use in locations adhering to the Fidxfda FLM R6 it FLD1630x,cd
Building Code riot unclu dirg the High Velocity Hurricane Zone,and Verified By:National Accreditation&Management Institute,
where pressure requirements as determined by ASCE 7 do no! Created by Independent Third Party:
exceed the design pressures listed 12.0"x 94r mend rwmual Evaluation Reports
size.See DWG-MA-FLO1W-07 for additional Information. FL8228 R6 AE 5D1A.odff
Created by Independent Thud Party:Yes
8228.14 Fiberglass Side-Hinged Doo Unit 94O"Impact Glazed Oudswirg Single or Double Door w/or w/o
Si eftes
Limits of Use Certification Agency CerdHale
Approved for use in HVHZ:No F1.8228 R5 C GAC NI006900.OUdf
Approved for use outside HVHZ:Yes Quality Assunmoe Contract Expiration Date
Impact Reshomb Yes 12/31/2014
Design Pressure:+43.0/-47.0 Installation instructions
Otter:Evaluated for use in locations adhering to the Florida RAM R5 II FL0163Dx.r dd
4 of 5 04/01/2012 07:44 PM
Florida Building Code Online http://www.floridabuilding.org/pr/pt-app—dtl.aspx9pwanr--w...
Building Code not including the High Velocity Hurricane Zorx%and Verified By:National Accreditation&Management Institute,
where pressure requirements as determined by ASCE 7 do not Created by Independent Third Party:
exceed the design pressures listed.12-0"x 9.0"max nominal Evaluation Reporls
size.See DWG-MA-FL0163.07 for additional information. FLMO R5 AE 501A.odf
Created by Inclependerit Third Party:Yes
contact Us::1840 Nath Marne Street Tafletasoee
FLS PhOla:M4W-1824
The Stabil Florida is an AArEEO engoya.
CaxrW 2407-2mo swe orFlaida::PfIY�V
StOmt::AocmwMW SUdwmt::RAN
sbmamml
Under Florida lay.email addresses are puWc
records.0you do not went yaw a Mail address
released in response to a pudic records request,do
not send electronic na0 to Ods endty.Instead.
omdad ft office by phone or by traditional nail.0
you have any questions regading DBPR'e ADA web
aecessiduly.please contact our web Master at
wehrnasterdtMbastaBs.O.us.
Product Approval Accepts:
w ME 0 mm
rft
�hsS42As
tex<zxd
`w Yt0»t>
5 of 5 1 04/01/2012 07:44 PM
"'OTICE OF PRODUCTERTIFI ATI .l' -
Company— Masonite,international Corporation Certil atio" a": N1006900.03
1 -Pods aad Cerawi ation Date: 01.11412 7
West Chiragoo IL 601.85 Expiration Date: 12r:.3112014
Revision Date; 09/27)2011
i'roducl: Fibergim Gland Inswing or Outswing.Door-wi avid w/o Non-hupact Rated Sideiites(w/Wood
Frame unl4 s noted)
. Specifications Tested To.
TAS ��2-'��#l�a.�s'�" E330
The°',Nodes of Product Certification"is only valid i€the NNAMI Certification Label has been applied to the-product as described within this doc ut< int. The certification
labet represents product conformity to the applicable specification and that all certification criteria has beensatisfied. This product has been approved for 1.€st€ng within
PMI's Ce fled.Product Listing at NA&ff's Certification P am is aerred€ited by The A eriess National Standards institute(ANS).
Inswing Glazed Structural
Water Missile Test Report Number
Cos" atfXltill or or l asitaaaffas D",Igo Test Impact Drawing Number&
Outswing €1 Agee Sift. Pressure Pressure I Rated _ Co"Iments
3i L'S. Glace 3'V s.'-6'8" %»Sk 2.86 psf No ?�t' €.-Zl#}_ #t?fi:.C�€t_�-1t?st •4 Y
Nlaxinuftrs f'sue#Size:
433G#�cR"�DL'Ifi#�:.3.�r},..x.'j•(3#(+N'.4}'t
Glazed ?`o# X6'81, a.5�''_:'4 » �.t)€Ipsf ��3 NCM-210-3
# 8.35 P �ica•.t3 OA)NMI sins:�.'d3"x 6'R"
+ X.?C ?OL21031081 t.2s6 " 8 � e
Double
Maxinnim Patel Sin,3`t#">018'
Anokor
x-55.-_5 €
6.0€3 psf• NoN C11-21 1W
j
Double E I 8 S ltfst` Mxidanxii Pinel Sim 3'I?" AT'
i..._...»_........... '• '• :eat%€a:�•i3eYaii•1��,-F�.ir f h?-#37
X01"3X l'S : Glazed Uueaf 6'111,x 6' '' i -,732",-521 ..86 psf Doc-tr-dao '+~, ?-217?.313x•1-��€'i.a �35si-�
# Minimum€crl Saw..4,01,"r 0'x^ga; Is iaSicelite Glazed Side€ite sidelite-ilc
4 rRtf.flpsfVA"M lazed 5oor € 6'8" N(11 _2414,•I1, CrL Al x:W
af
� `laxiawmPae#Sire:3 "z�Single wSidelifes €Td Sidelfte8.25 sta siderite.-No
c
_
#- » "f .... ... ' AttCYu)t 1}rtail-iw9?i-Fi.t?1s�,t,-1;7
s
OXO VS. Glazed DO(ir 9'£3°'X 6`9 " 52- € N,C"#'€_-2jNJ]08-l:il'lA-9t#��A•�
�5,, •_ 2..8�•pct' Isar-�i�
s �ta imttt p1 Size:?+)" 'Si; le wiSidelites Glazed Side-li€ Sidelitey;4
r
S Glazed Ekior 9W,s 6's' -55ot"#L».. ,t-s.#f3x•€r(.:#'1,:A-31)31-
. �
Sirfgle W.Sidel:ites €"slazszi+icielitt z z
Maximum Yx�trl a,az:3't3".x 6"9".14.E s psi Sidelites-N- o
# s mhos f aeil- l.i-£#t3#.52•x?
OxxfJ ..... Ir` Glad t 12°£�"< `f3" .52,;_52 3 i a .. .1. ?.: t .1, "�•� ;
86 p, DoUr3•-No i 2 1#. t"°€t.:i•s�#a 2�
Double w!Sidelites Glazed Sidelafes # Sidelites-?�€o -Maximumpwal"'im.YO,:x 61"
MOW rktdH41LA_F1P162-4?
Glazed Door, , ;:s5 6,€3tl psf l 17►ors< Ic? N(*T;710.3€t?s-I:C#t.A-xtl5W-2
1. ,g.,s 6.4
Double W'Sideletes Gime l Sidelates 8..2 p�i� � Sad�li€es»No '�taxs'�t��uts f=ane€�fx.E 3•<:•
National Accreditation& Ustitute,Inc.47%George Washiragttau Memorial'If'ighwa... ,V�'Z3�l72
'.'els { }694-512*./al:(ice) -•5122 �• : ..
' .IMI A T O MD SIGNATURE:
Luis R. Lomas P.F.
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-FL0156-06 DWG-MA-FLO174-07
DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07
Anchors to be auslified:
1.#10 Wood screw,for installation in wood frame substrates.
2. 3/16"ITW Tapcon,for masonry Installation
Anchor capacity In shear condNon:
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 Man member thickness: tm= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F.= 3,350 psi
Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi
Duration Factor: Cb= 1.6 Tabulated lateral design value: Z= 107.0 lbs
Allowable Design Value: Z'= 171 On/anchor Mode IV
Fastener type:3/16"ITW Topcon 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 On
Actual edge distance: 2.50 in
Design value per interpolation: Z= 189 On
Allowable Design Value: Z'= 189 Unanchor
Minimm anchor capachy: 171 lbs/anchor
Note.Anchors with the/east capacity Is used for calculations to quaff anchors with higher capacity.
Anchor cafcularions minimum mWred anchors
Double Pressure against stops with bump thmsheld•
36.38 36.38r Design pressure: 60.0 psf
Al Al Zone Ama max. AncFar
EE_
79.25 (fte) � (inn) i ' , Lond itesult
Al A, 2.3 138 WA WA 171 1 138 OK
A2 7.7 463 6.00 21.00 171 5 93 OK
72.75 A3 7.7 463 WA WA 171 3 154 1 OK
X40
lowt�+ .fir
.• > '. .�.
Luis R.Lomas P.E.
1 of 4 FL No.:62514
1/7/2010
Lu/s R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#:502A
338-945-905 Data: 12/29/09
Double, Pressure away from stops:
36.38 36.38
1 r 1 Design pressure: 60.0 psf
Area Load Ind. Max. Anchor
AIL At 79.25 zeme (ftz) (lbs) (in) O) �' Qty a� Result
A, 10.0 601 6.00 21.00 171 5 120 OK
A2 10.0 601 WA WA 171 4 150 OK
72.75
Double, Pressure a i fes "wtth saddle threshold:
36.38 36.38 Design pressure: 60.0 psf
1f I Area Load Ind. max. Anchw
At At Zone O.C. Co. Load Result
A2 A2 Y_ (ft) abs) c ) c ) abs) QtyObs)79.25 Al 2.3 138 WA N/A 171 1 138 OK
A2 8.9 532 6.00 21.00 171 5 106 OK
A9 1 7.7 463 WA N/A 171 3 154 OK
72.75 1 A4 1 10.0 601 WA WA 1 171 1 4 1 150 OK
Dosible with sideldw, Pressure g99M stops with home threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Max. Anchor
' t � � zone Amo Load Ind. O.C, Qtycap. Load Result
AZ l Y_ Y_ \Y_ cft�) abs) aN M) absQtyabs)
A3 2A 146 WA N/A 171 1 146 OK
J\ 79.25 A2 7.9 473 6.00 21.00 171 5 95 OK
At A4 A4 Al A3 7.8 468 WA WA 171 3 156 OK
A4 2.3 138 N/A WA 171 1 138 OK
147.75 A5 7.7 463 WA N/A 1 171 3 154 OK
Double with sideittes. Pressure away frenn stow:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Area Load Ind µye, Aro}wr.
Al AS f �\ Al zone (ft2) abs) (in) 'C C; , Load Res ft
A2 L 1 1 Y 79.25 AI 2.4 146 WA WA 171 1 146 OK
A2 7.9 473 6.00 21.00 171 5 95 OK
Al Al A3 8.9 537 WA WA 171 4 134 OK
A4 10.0 601 WA WA 171 4 150 OK
147.75
Double with sidelites Pressure g0wt mtops with saddle threshold:
Design pressure: 60.0 psf
37.50 36.38 36.38 37.50 Area Low lid µyr, Anchor
Zone 2 O.C. Cap. Load Result
Al Y_ Y_ Al Al cft) abs) an) (in) abs) Q+,' abs)
2A 146 WA WA 171 1 146 OK
j 79.25 A2 7.9 473 6.00 21.00 171 5 95 OK
At Al A3 7.8 1 468 WA WA 171 3 156 OK
A4 8.9 537 WA WA 171 4 134WOK
' 147.75 A5 2.3 138 WA WA 171 1 138A6 7.7 463 WA WA 171 3 154A, 10.0 601 WA WA 171 4 150
ttlris0.i
e
j:
Luis R.Lomas P.E.
� f ►' FL No.:62514
" 2 of 4 1/712010
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite
LewIS019,NC 27023 Report#:502A
336-945-9595 Date: 12/29/09
Anchor Locations: Double door with sidelites
A
I
f
. 1 .
� g
� fm
b
. l
Note:
Anchor locations indicated in this document are the minimum required for the described product exposed at the design
pressure indicated herein.
Sol tyl.
r R
OF ,
Luis R.Lomas P.E.
FL No.:62514
` 3 of 4' 1/7/2010
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewlsvllle,NC 27023 Report#:502A
336-945-9695 Date: 12/29/09
Anchor Locations: Double door
36.39 36.38 —
6.00 TYP. — 6.00 TYP. — 19.19 TYP. —
3.00 TYP.--
t
6.00
i
13.45
MAX.O.C.
1
79.25
1
6.00
1
Note:
Anchor locations Indicated in this document are the minimum required for the described product exposed at the design
pressure indicated herein.
l�>+ 1 i i tit 6/i j f
NN
E '�ft '� �
*4 o •
Luis R.Lomas P.E.
FL No.:62514
4 of 4 1/7/2010
149•MAX OVERALL FRAME WIDTH O 00
O
SIDE-HINGED FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX. _ Q
D.L.O. PANEL WIDTH
6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH Q c J
GENERAL NOTES O
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO W Q Q
THE FLORIDA BUILDING CODE AND WHERE PRESSURE F- U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, V
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Fw Lo Lo
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. m
J. WHEN INSTALLED IN THE WINO-BORNE DEBRIS REGION. ^ QLLI
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), � p
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON ,i
PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS
WITH NON-IMPACT GLASS. to
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a
POLYSTYRENE CORE FLAME SPREAD INDEX OF 15
AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. v
5. PLASTICS TESTING OF FIBERGLASS FACING: La
TEST DESCRIPTION DESIGNATION RESULT J
SELF IGNITION TEMP ASTM 01929 752'F > 650'F m
RATE OF BURNING ASTM D635 0.56 IN MIN
SMOKE DENSITY ASTM D2843 53.47
TENSILE STRENGTHS I ASTM D638 1 3.27 DIFF
6. PLASTICS TESTING OF UTE FRAME MATERIAL
-
TEST
TEST DESCRIPTION DESIGNATION RESULT DOUBLE DOOR UNIT W ID I!T a
SELF IGNITION TEMP ASTM 01929 740 'F> 650'F
FATE OF BURNING ASTM D635 0.77 IN MIN A lot In In In In
SMOKE DENSITY ASTM 02843 13.47 N O N
TENSILE STRENGTH* ASTM D638 -7.507 DIFF'
COMPARATIVE TENSILE STRENGTH AFTER WEATHERINGBr00 Z V)
4500 HOURS XENON ARC METHOD 1 Qa
7. IMPACT GLAZING LAMINATE MIAMI DADE BCCO NOA 09-0127.13.
ani
cn
v4NC3 z
w O
J
�In
�
• t • t
O_
N p
ol
d
SINGLE DOOR LIN Tf DOUBLE DOOR UNIT SINGLE DOOR UMT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES
WITH SIDEL+TE WITH SIDED O v m a z
WHERE WATER INFILTRATION PERFORMANCE IS RTE 1/5/07
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE
SHEET DESCRIPTION CONFlG MAX WIDTH INSWING SWi INSWING OUTSWING OLTTSWIN • � smy- N.T.S.
X 37.5 +52.0 -52.0 +55. -55.0 +19.0 -19.0 +40. -40.0 +55.0 -55.0 v+� DW..gy SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +52. - 2.0 +55.0 - 5.0 +19.0 -19.0 +40.0 -40.0 + 5.0 -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 �•sr
3 ANCHORING LOCATIONS & DETAILS X 112.5 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 KURT SALTHAZOR tMMNIG NKr--
OXXO 149 +52.0 -52.0 1+55.0 -55.0 +19.0 -19,0 +55.0 -55.0 FLORIDA P.E. OWG-MA-FLO162-07
• High Dam Threshold Design #56533
sHMT__L to 3
«r
CL: 00
6" — SEE DETAIL _ 3„ 6' O[]
3„ _
3 31
1 11 t I f I ¢6. to p
n 6" IL O U
0-
04
1
— Mt L1.1
4!
n 1.0
SEE DETAIL oo
1n N.0. 2S
SEE DETAIL
"C" — _ w _ _ SEE DETAIL
"C"
n B a e o In ._
A -. H
v
3'
II r6" C 6"�� _ o n wa
I 11 I 1 I ? �p ��
3' - .3 ( I o
3" 3` 3' 3" 3" 6" f 8�
6" g^
SEE D11
ETAIL
AftdntDWM 3r vii m
codkdmNL
N ob o -rr o
18 x 2-1/2" D0 fes—oft-if, zz
ASTRAGAL RETAINER BOLT HOLE a o
MUST BE DRILLED THROUGH U a y o 0
#8 x 2-1/2" #10 x 2" THE STRUCTURE & INTO DEEP ENOUGH HE �vUi go-
#8
o ,
#10 x 5/8" DETAIL "E" AST GAL o s o-
#8 x 2-1/2" #10 x 3/4"
ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW
#10 x 5/8" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL -000r,
0 #10 x 3/4" AS SHOWN. n a
N Q
0.124'ANNEW-4
INSERT :�
#10 x 2"FRAME / DOOR 0.090'�DIBMn1 tNAL) Dow saa` 0,
0.124"ANNE ' aMP. \�O #6 X 1-1/2"PHS
DETAIL "D" DETAIL "C"
�UO]QZ
TYPICAL 0.962" Dow aseoow asa f N: r``•, scAL 175-757 .07
1.75"0�91 pg 00W 932 ' N.T.S..
1.375" �•;; "a: ><'v...
:.' '} of.BY: SINS
T T T > , 8 G«.ft
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD TYPICAL GLAZING DETAIL TYPICAL GLAZING DETAIL DPAVMG NO.:
IMPACT RATED GLASS NON-IMPACT GLASS DWG-Aw-FL0162-07
SKEET 2 OF 3
SEE DETAIL 3" 6" - 6" 4 00
"E' SHT. 2 QC
3` 6" 3"--' 3" 3" 3" C)O
�o
i I I I I } I 11 I p
6" 6" -6" 6' 6"
in f F
tO T 'Z O
OC 3:
O Q
M W �• W � a c�
n�SEE DETAIL �u Lo U
N"D" SHT. 2 - ai
0 ' (/)
SEE DETAIL
"C" SHT. 2
� w 8
6"
L6" �6• �
3" I 3"
3" '1 Y"
SEE DETAIL 6. - 3"6•
"F" SHT. 2 6• g
ATTACHMENT DETAIL
a 10-1
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, 0906
0 m
SIGNED AND SEALED BY LUIS R. LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST) o V)
FASTENER RATING FROM THE DIFFERENT FASTENERS w z
BEING CONSIDERED FOR USE. JAMB, HEAD, ANDS,
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE u� a
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICALa��
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 12
LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULENza
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1. KWIKSFT SERIES 400 GRADE 3 CYLINDRICAL LATCH AND og=�
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. —o
CORRUGATED FASTENERS LOCATED 3" FROM EACH ENO 2. 4" X 4" FULL MORTISE BUTT HINGES. ^N a c
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM
12" O.C. > ;
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" 1.25" oomao
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN �- —a.zs` MIN > i _0.25' Z
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM SHIM 1�6�07
MINIMUM EMBEDMENT OF 1-1/4". CL—Fj CL— E— » C ttNw Ni66 v a -rL� DAMSM- N.LS.
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ft*ww ofa r, owc.By.- Sw5
TRANSFER LOADS TO STRUCTURE. ; c�c er.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. oauwx No.:
TYPICAL WOOD BUCK TYPICAL MASONRY owc-ua-r�ols�-o�
ANCHOR INSTALLATION ANCHOR INSTALLATION
�cr 3 ar 3
NOTICE OF PRODUCT CERTIFICATION
Company:
• � � masoutte International Corporation Certification No.: N10069"
1955 Powis Rid Certification.Date: 01/140 O07
West Cbieato,IL 60185 IExoratiion Date: 12/31/2014
§ Revision Date: 09/2012011
�$ Product: Fiberglass Gbawd ImMag or Outswing Door vv/and who Non-Impact Rated Sidelites(w/Wood
Frame unless noted)
Spedfkations Tested To: TAS 202-94/ASTM E330
Tbt'ANotiee of Product Certification's is only valid if the NAMT Certification Label has been applied to the-product as described within this document. The certification
label represents product conformity to the applicable specifleadon and that all certification criteria has been satisfied. This product has been approved for listing within
NAMi's Certified Product at A . io m. NA.MPs Certification P is sccredited b The American National Standards institute ANS; .
Configuration Inswing Gland Structural Water M Test Report Number
or or Maximum Design Test impact Drawing Number di
Outsw a Siam Pressure Pressure Rated Comments
X I/S Glazed 3'0"x'6'8" +521-52 2.86 psf NO NM-210-3108-1&'fLA405W-2
single Maxinun Patel Size:3'0"x Wr
Andtor AeWWA-FL0I6241
X O/S Gland 3'0"x6'9" +551-55 6.0 psf. No NCTL 210.310$-1fiCTLA-$05w 2
single $25 lam' M dmm PaW Sime:3'0"x 6'8"
Anchor Detest-MA-FI.0162-07
XX 1/S Glazed 6'0"x,6'9" +52:1-52 2,86 psf NO NCIL 210-3108-c/t"n A-$0SW 2
Double Mmdnufm Pad Sixe::3'a"x 6'8"
Aesc)�°De�I-MA-FIA162.0?
XX 01S Oland 6'0"X 6,r +551-55 6.00 psf No NCT1,210.3108-1Cfi.A-WW 2
Double us psf* Maximm Pmt Sine;3'0"x 6V
Ancor Octag-MA-FL0162j07
XO/OX tfS 616ind Door 6'i?"x.6'0" +521-52 1.86 ps ' for-Nee -21 1e$-11c 17.8.st► Ott 2.
Single w/Sidelite +Glazed Sidelite Sidelite-No h4wdmumPWW size:3'0".x 61"
Andw I- A-FL0162•0.7
XO/OX O/S Glazed Door 6'0"x 6'8" +551-55 6.00 psi Door-No NCM-210 3'10$-1AM.A405W2
Single w/Sidelites Glmd.Sidelite 05 psf* Siidelite-No MWdWAiMFBne1S r:TO"x6'8^
Ancor bcWRAA.AO1f47
OXO i/S Glazed Door 9'0»x 6'8" +521-52 2.86 psf Boor-No .-210-3108-I CTLA403w-2 ............
Single w/Sidelites Glaze d Sideiites Sidelites-No maim=Pmdsiat.3'0 x 6'8"
AndwDetad-MA-17L WM7
OX0 O/S Gland Door 9'0"x 6'8" +551-55 6.00p9f Door-No NC 1,210-31W1tCrt,A�.MW2.
Single w/Sidentes Glazed Sidelites 835 psf* Sidelites-No M=IMt Sipa:r4-s 6°r
Awhw Detail-MA-M162-07
OXX0 VS Glazed Doors 12'6"x 6'8" +521-52 2.86 psf Doors-No NCTL-210-31034 -$05 -2
Double w/Sidelites Gland Sidelites Sidelites-No Mmd man Panel Size:3'0'x 61"
Aahm Deteil-MA,-Fla162.07
OXXOO/S Glazed Doors 12'6"x 6'8" +55/-55 6.00 psf I�rs:No NCPL 210-310114 CR A405W2
Double w/Sidelites Gland Sidelites 8.25 psf* Sidelites No Maim PO4 Size:3'0"x 6'$"
AndimDebit-MA-FLO162.07
*OCROW High
National Accreditation&ManWment Institute,InrJ47%George WashMemorialMHighwa. V 23073
Tel:(04)684-5124/Fox:(804)6s84-5122
NAMI.AUTHORIZED SIGNATURE: ~
s i
A-1 Engineering Inspection Services, Inc
' 7066 SW 44" Street Miami,FL 33155
Tel: 786-398-9179 Fax: 786-800-2627
r
WIND LOAD CALCULATION
EDWARD HARKRADER RESIDENCE
806 NE 97 ST
MIAMI SHORES, FL 33136
Cordi
YENAN T LEYVA
RE#67416
A-1 ENGINEERING INSPECTION SERVICES INC
CERTIFICATION NO 10-0512.01
7066 SW 44"Street Miami,FL 33155 Tel:786-398-9179 Fax:786-800-2627
II
r
t
NECAWind Version 2 .1 . 0 . E per ASCE 7-10
„ Developed by MECA Enterprises, Inc. Copyright 2012 www.nnecsenterprises.cant.
Date 6/19/2012 Project No.
Company Name : Designed By
Address 806 NE 97 ST Miami Shore Description
City Customer Name : Edward Harkrader
State Proj Location :
File Location: C:\Program Files (x86)\MECAWind\DPfau1t.wnd
Directional Procedure All heights Building (Ch 27 Part 1)
All pressures shown are based upon ASD Design, with a Load Factor of . 6
Basic Wind Speed(V) = m h
175.00 P
Structural Category = II Exposure Category - C
Natural Frequency - N/A Flexible Structure No
q Y
Importance Fa - = 5
p Factor 1.00 Kd Directional Factor 0.8
Damping Ratio = 0.01
p g (beta))
Alpha 9.50
�9 _
9oaao f
t
At - 0.11 Bt = 1.00
Am =
0.15 Bm _ 0.65
Cc - 0.20 1 = 500.00 ft
Epsilon = 0.20 Zmin = 15.Q0 ft
Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.00 Deg
Ht: Mean Roof Ht - 12.00 ft Type of Roof = Gabled
RHt: Ridge Ht = 13.00 ft Eht: Eave Height = 10.00 ft
OH: Roof Overhang at Eave= .00 ft Roof Area = 3033.00 ft^
2
Bldg Length Along Ridge = 55.00 ft Bldg Width Across Ridge= 55.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85
Gust Factor Category II Rigid Structures .- Complete Analysis
Zm: 0.6*Ht = 15.00 ft
lzm: Cc*(33/Zm)^0.167 = 0.23
Lzm: 1* (Zm/33)^Epsilon = 427.06 ft
Q: (1/ (1+0.63*( (B+Ht)/Lzm)^0.63) )^0.5 - 0.91
Gust2: 0.925* 3.4*1+1.7*lzm* + - 0.88
1 1.7*3.4*lzm
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 - 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi Internal Pressure Coefficient = +/-0.18
Figure 27.4-1 External Pressure Coefficients
Cp - Loads on Main Wind-Force Resisting Systems
MECANind Version 2 . 1. . 0 . 6 ASCE 7-•1.0
Developed by MECA Enterprises, Inc. Copyright 2012 arcrca.nracienterprises.com
Date 6/19/2012 Project No.
Company Name Designed By
Address Description
City Customer Name
State Proj Location
File Location: C:\Program Files (x86)\MECAWind\Defau1t.wnd
L 3 X_ _�
Roof not I I 1 I
1 I 1 I
�(
1 1 1 I
Shmm /15
7 1 12
2 1I 1 I '�
s. r l I w
1
ad I 1 1 I
4
1 f I I 1I
f 1 1 �1 1
Walls d GaMe Roof 7<8<--45'
a
Wind Pressure on Components and Cladding (Ch 30 Part 1)
A11 pressures shown are based upon ASD Design, with a Load Factor of .6
Width of Pressure Coefficient Zone "a" = 4.8 ft
Description Width Span Area Zone Max Min Max P Min P
ft ft ft^2 GCp GCp psf psf
--------------------------------------------------------------------------
Door 6-8x3 3.00 6.66 20.0 4 0.95 -1.05 38.25 -41.64
Door 6-8x3 3.00 6.66 20.0 5 0.95 -1.29 38.25 -50.02
Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85
Qhcc: .00256*VA 2*Khcc*Kht*Kd = 33.94 psf
P&Z
STRUCT
PL
EL
MC
BLDG A
I I