REV-16-857 \� Miami Shores Village
Building Department MAR 3820
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 I
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC ZO
BUILDING Master Permit No. VIC, lt5— i II
163
PERMIT APPLICATION Sub Permit No. I`�GV l (P— 6s-: -
❑BUILDING ❑ ELECTRIC ❑ ROOFING EfREVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
7 A CONTRACTOR DRAWINGS
JOB ADDRESS: Z O I 1V(; to I St
City: Miami Shores County: Miami Dade Zip: 1 S
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: ��� Load: Construction Type:hkolzx4y Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): i0k Q h uVIZwk Phone.#: � �Z ��t " 13-03
Address: 1201 Al L (01 St
City: /i°( l0"i S�0 es State: L Zip: 3 �3
Tenant/Lessee Name: Al 1A Phone#:
Email:_ rh M U h 2 t��q G)
CONTRACTOR:Companyt,,Name: S 11 CSSy 1�W Phone#: �S q`?Z -3 Z®2
Address: `t19 kV U/ 4�JMV\�iC LJ V� ✓
City: (IV�(Mc,c --State: 1�L Zip: 330(03
Qualifier Name: 1206 44- SchLVQIT11"lrr Phone#: 95�- 91$"
State Certification or Registration#: C&C- I S 15 1�7- Certificate of Competency#:
DESIGNER:Architect/Engineer: VAOJ Phone#: °� I
Address: '> 2®y 9(r I Ave. V,4i �
t Cf� -City: &h9ve- State: rL Zip:
Value of Work for this Permit:$ 4-900 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alte``ration ff ❑ New [Repair/Replace ❑ Demolition
Description of Work: 1+` e ,�✓1T (�o0y V�h�CC410_" / q�°$'� �r
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ a0 - CCF$ 0• G CO/CC$
Scanning Fee$ O V Radon Fee$ -0® DBPR$ a'cjo' Notary$
Technology Fee$ ( 0 Q Training/Education Fee$ (D 'k40 Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,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 n e appy ed and a reinspection fee will be charged.
Si natur Signature
"�1
g g
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
Zq day of "aV-(� ,20 1�0 ,by Z q day of rl C-rC,�- .20 1 L p ,by
ri l on a,°d NtX171G.f'"-,twho is personally known to 0 V32 Vf S&W W 7"-!who is personally known to
me or who has produced as mg or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: &(a. Sign:
Print: 11 Print:
' MY COMMISSION#FF 074271 y r EFHKA ETCHISON
Seal: '%• - EXPIRES:March 17,2018 Seal: ,: '" °
a8r Bonded ThN Notary Publ c urnlenariters :: MY COMMISSION#FF 074271
....... a EXPIRES:March 17,2018
Bonded Thru Notary Public Underwriters
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
'4 1' CERTIFICATE OF LIABILITY INSURANCE DATE�""
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: 9 the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the
terms and conditions of the policy,certain polies may require an endorsement. A statement on this certificate does not confer rights to the
certificate hour in lieu of such endorsement(s).
PRooIcER FRANK H FURMAN INC CAMACT
FRANK H FURMAN JR
PO BOX 1927 (AIC.Ift Exit.PHONE 9549435050
FAX c, No):
ADDREss: DIRKOFURMANINSURANCE.COM
INSURER(S)AFFORDING COVERAGE rim#
POMPANO BEACH FL 330611927 INSURER A:FWCJUA
INSURED SLOAN CONSULTING INC DBA SCI DEVELOPMENT&CONTRACT INStOtER B:
4996 W ATLANTIC BLVD INSURER C:
MARGATE FL 33063 INSURER D:
INSURER E
FEIN.-205691429 INSI&IER F:
COVERAGES CERTIFICATE NUMBER:1607080009 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED- NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
LTHR
R TYPE OF INSURANCE AMISR ILS VD POLICY NUMBER 02
P LIMITS
GENERAL LIABILITY EACH OCCURRENCE $
COMMERCIAL GENERAL LUlBIL1TY DAMAGE TO RENTED
PREMISES Ea occurrence) $
CLw&-MADE F-1 OCCUR MED EXP(Any am person) $
PERSONAL&ADV INJURY S
GENERAL AGGREGATE $
GENS.AGGREGATE LWT APPLIES PER: PRODUCTS-COMP/OP AGG $
POLICYLCX: $
AUTOMOBILE LIAEKM �� SINGLE LIMIT
ANY AUTO BODILY INJURY(Per person) S
ALL OWNED 8 SCHEDULED BODILY INJURY(Per accidwt) $
AUTOS AUTOS
AIRED AUTOS NON-OWNED PROPERTY DAMAGE $
AUTOS accident
$
UMBRELLA LIAR OCCUR EACH OCCURRENCE $
EXCESS UAB HqAM-{ADE AGGREGATE $
DED I RETENTION$ $
WORI(ERSCOMPENSATION X TORY TL TS ER
AND E1�LOYERS'LABIA[ Y I N
A m' iT E.L.EACH ACCIDENT $ ,�-�
UDS, N t A 2EM7122 6!1412016 6/14/2017
In NH) E.L.DISEASE-EA EMPL $50(1,000.00
ayes,describe urder 5M,000-00
DESCPJ'rK)N OF OPERATIONS belwr E.L DfSEASE-POLICY LIMIT $
a
DESCRIPTION OF OPERATIONS i LOCATIONS I VEWLES(Attach ACORD"I,Adaftnal Remarks S&& ,N nwe space is required)
CERTIFICATE HOLDER CANCELLATION
Miami Shores Village Bldg-Dept SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
10050 NE 2nd Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
License#CGC 1515529
Miami Shores FL 33138 AUTHORM]ED REPRESENTATNE
PIIOIe Number. (954)972-3202
1998-2010 ACORD CORPORATION. All rights reserved.
ACORD 26(2010106) The ACORD name and logo are registered marcs of ACORD
A FLOM WORKER5COMPMT[M WORKERS COMPENSATION
,OWF L OERWeM AMIATIOK BE
AND
EMPLOYERS LIABILITY POLICY
EXTENSION OF INFO PAGE—SCHEDULE WC 00 00 01 ( A)
POLICY NUMBER: (6FR13UB-2E26712-2-16)
INSURER: FLORIDA W.C. JUA
INSURED'S NAME : SLOAN CONSULTING INC DBA SCI
DEVELOPMENT & CONTRACTING
PREMIUM BASIS
ESTIMATED RATES ESTIMATED
TOTAL ANNUAL PER $fdO OF ANNUAL
CLASSIFICATION CODE REMUNERATION REMUN�04TION PREMIUM
LOCATION 001 01 _
FEIN 205691429 ENTITY CD 001
SLOAN CONSULTING INC DBA SCI
DEVELOPMENT & CONTRACTING ire
4996 W ATLANTIC BLVD
MARGATE, FL 33063
SIC CODE : 1522 NAICS: 236115
CONTRACTOR — PROJECT MANAGER,
CONSTRUCTION EXECUTIVE,
CONSTRUCTION MANAGER OR
CONSTRUCTION SUPERINTENDENT 5606
CARPENTRY — CONSTRUCTION OF
DETACHED ONE- DR TWO-FAMILY
DWELLINGS 5645 '
SALESPERSONS OR COLLECTORS —
=1M OUTSIDE 8742
o
AM
a�
m
o�
r
r
,r
DATE OF ISSUE: 05-18-16 NS ST ASSIGN: FL
Page 1 of
ooe7aa
No
JUN 0 9 2616
`Y:
�• MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 F4&t f,4om 208
NT OF GULATORY AND ECONOMIC RESOURCES(RER) ; Vlvni,FlonV 83175-2474•••••
O COD DMINISTRATION DIVISION T(786)'3'15-2590 FSM f7 %15-2599 .
NOTICE OF ACCEPTANCE.(NOA) Mn*%*minmidad1 l4ov/4Pconom0•••••
s..M4
• • • • •
marr Garage Doors ... �• •�•••
125 Carriage Court c � �{. •• ;• •
Winston-Salem,NC 27105 •• •• .. ......
COPE: :••:•: ' �
This NOA is being issued under the applicable rules and regulations governing the use of construcFion m1artia llaThe '•'•••
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Produvt•Gontroltection to be;....;
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdict on CAM). .••:'. ' '
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Controlt Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up
to 9'-0"Wide(DP+51.1,-60.3 PSF)
APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak
Summit,(24 GA) 1000,2000, Short,Long,.Flush and Oak Summit Panels",sheets Ithrough 3 of 3,dated
03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by
Tomas L.Shelmerdine,P.E.,bearing the Miami-Dade County Product Control revision stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence,
Kansas,model number, the positive and negative design pressure rating,indicate impact rated if applicable,
installation instruction drawing reference number,approval number(NOA),the applicable test standards,and
the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side
track,bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTIQM. A Cop}Cogtluf pt:reVQl%'sltalFbCpibvide� tp tte pel"the manufacturer or its distributors and-
shall be availa%e for 0spdt:o4 aCft jbb%�t at the.Tgge4 of tir§gdditkg Official.
This NOA rowteaNDA.11%0503J)6,addto4V1St9oftlfis'p*e;l gild evidence page E-1,as well as approval
document mentioned above.
The submitted Orgumen"tioriwas rev iewgd b�+Carlos M.Utrera,P.E.
. . . . «
• • • % • • • •. M N • • • • • •
•• • • i • • . . .N • • • • • • •
' ' ' ' • • NOA No 15-0505.11
MIAMI•DADE CO=NTY
• •N• • Expiration Date:September 4,2018
•• if Approval Date:July 16,2015
Pa
... 8
•
20, . . e 1
Amarr Garaee Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
6666
00
. . 6600 000000
A. DRAWINGS "Submitted under NOA #13-OSO3.06" ..60 6 6 6 6 00
1. Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&MdUbI V55 Oak aftnnPit,(24••••:•
GA) 1000,2000, Short,Long,Flush and Oak Summit Panels",sheels Mough 3 of 3,dated;....;
03/14/2003,with revision B dated 10/13/2011,prepared by Amarrod o" Doo,"'*ned and 6 6�•
sealed by Thomas L. Shelmerdine,P.E. 6. 0
666666 .. . 6666.
6 0
B. TESTS "Submitted under NOA#13-0503.06" 00 6 0 0 •0 "••0•
1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared b}-0 0 0etscan Test Lab,Inca 0 0„0
dated 06/11/2013,signed and sealed by David W.Johnson,P.E. 6 0 ;6 6.••
2. Test report on Evaluation of Painted or Coated Specimens Subjected4 dorrosive•6. :••••.
Environments per ASTM D1654&ASTM B 117,prepared by Architectural Testing, ;nc.,Test
Report No. C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E.
3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Tensile Test per ASTM E8
5)Forced Entry Resistance Test per FBC,TAS 202-94
along with marked-up drawings and installation diagram of 9'x 7'24 ga steel garage door
Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0129.01-131?,
dated 04/02/2013,signed and scaled by David W.Johnson,P.E.
4. Test reports on 1)Uniform.Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of 9'x 7'Model 950D Heritage with
Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test
Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson,
P.E. "Submitted under NOA#08-0718.01”
C. CALCULATIONS "Submitted under NOA#13-0503.06"
1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and
sealed by Thomas L.Shelmerdine, P.E.
2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and
sealed by Thomas L.Shelmerdine,P.E. "Submitted under NOA#08-0718.01"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
I. •'Stlitt:nCnt•.lett�X of cOdeM'foMln4e to tffe.5:eNtOd(2014)FBC and no financial interest
•. issuer W Stdiewal Solwflans,>1A.,JAed 0� M01Sj signed and sealed b Tomas L.
6 6 She&erdrne,P-E• • •••• ••. .. . . . ..
e9 �9 Zoi3
• ••• •• Soo 0000 .. 0 6 6 Carlos M Utrera,P.E.
0 . . . 0 0 0 Product Control Examiner
. 6 . 06 . . . • • 00 . 6 . . 6 .
0 0 6 6000 0 0 6 ��0:0 �� 0 6 6 0 NOA No 15-0505.11
0 0 6 6 0 000 660 0 Expiration Date: September 4,2018
1 Approval Date:July 16,2015
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2292EVURM AND NAS •0.• •
T.ATI.nTE LOAD FROI THE DOOR R TRANSFLRIiEO 10 1HE VERnCAL mApt,
FROM 1HE TRACH T1IE LOAM R TRAN$ERRED TO 7HE YERIICAL JAMBS.
THE FIOfliZONTAL JAMB O7 HEADER RECEIVES NO PORTION OF 711E LOAD
7RANSFERRm FROM THE DOOR.
2.EACH VEROCAL JAMBS RECEIVES LAXULW DESIGN IOAOS OF:
.2x*t85/FT k -271.4 L.aS/FT INTERIOR OF GARAGE
O.DOOR AND HARDWARE EKL BE DESIGNED.MANUFACTURED
AND INSTALLED OATH STANDARDS AS SET FORTH BY OASMA MA%.TIWiH 8.0'
A DOOR SECTIONS SHALL BE 24 OA(.0218 MIM.EXTEPoCR SIGN
ROLLED iORMm.W/BARED ON POLYESTER
S.DOORS UPTO YO•HIGH CONSIST OF(4)SECTIONS AS SHOO.
USE(1)J 8/8'R-TRUSS PER SECTION DESIGN LOADS
6- PACE
DOORS SVER(4)SECTIONS REFER TO TABLES t AND 2 +2�4 UIS/FT SEE NOTE 2
T.SUPPORTING STRUCTURAL ELEMENTS SHALL BE OESONED
BY A REWSTRFD PROFESSIONAL ENGINEER FOR END LOADS
INDICATED ON TILS DRAPRNO AV ADDITION TO OTHER LOADINGS
8. TRIS APPROVAL REOIIRES THE WNUFACIURER W 00 TESTING OF ALL
COas USED TO FAWDCAIE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE.
f A WNWUM OF 2 SPECIMENS SHALL BE CUT FROM FACH COU.AND TENSILE
TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB
SELECTED AND PAD BY THE WWUFACHIREN E'/M S MONTHS,4 TIMES A
YFAR,117E MrWUFACTUflER SAW.MAt.TO PHIS OFFICE:A COPY OF OTE TEST
REPORTS SNTN CWVWTION THAT THE SPECIMENS WERE SELECTED FROM
COILS AT 7]#MANl6AC71R0R PRODUCTION FACMIES. AND A NOTARl2E0
STATEMENT FROM 7NE MANUFACIUREIt THAT 07/1.Y CORS WITFI YIELD STIENGm PKXX=!>fivOm P)ROINRTMDV18p1)
OF 82,000 PS OR MORE SHALL BE USED TO WIC WOR PANELS fOR DAOE
WRINrc 1IaDER THIS NOicE of accErrancE. �gD,y01�a y'�•'� �sooapFwwemePwu.
w Mrot�iiuos w R'c�
BJ' Le
WOOD JAMB ATTACHMENT TO STRUCTURE • � ,
& JAMB TjL,vox)ar m vmm r—a mcy;_ A ANbM01A2PIS Mm®BDtl P[IIG ANI 91
S/6,1L Y SCFE S STARTING 6'FROI ENDS TIRTN 2C DC,tl INC EI®EIOSNn B Up{EDDRL2p Bf0/O L$
HN.I IV1K ffii 3/8'X 4•START I FROM ENDS S 81.OG 2 VC EIOE0N13O)
HILTI SLEEVE ANG=31W X 8-3/4•STARTING 6•FROH EMU THEN M'DLG tl 1141ItWAAHSET ENSEDDETIT3 11A1(SME 1\\t111tttJl
sDasLn v4•R% AOsys srmARiB(TRU-SOLT)31W A`mla iI uN� PAtAs1m rAsrENEas I2'EHBEDIENn �� i ,SPS-,-vu EN�lf
N3•MAAT)AT C OL U!IC ENBCR•BNH r81.1 PSF 'g,
O;•�C"-
IOI.TI 114•X 8-3/4•KVIIN-1181 U*SOEVS STAATIW 6'FROM ENDS,USE PARS W -BD.J PSF YsAZ'/FASTENERS(3•pPART>AT e•DG Q V4•EMEd T) `S
r HILT,A %8-311'STARTBNO 'FRDH EMOS Tf1EN 88'DG«t/4• gp
ccc vann NT>tOR.USE FASTENERS FOR IAS.LW C�90 BI.1EK) LARGE IRSSIE STATE OF
AI.A6S
ARE ffi18 CAN BE mIWIER5180(O PROVIDE A RUSH NDIRJTD&SLWYAEG IMPACT pr�•D••.. P.;CIS•%
>r MARATIDN w MEMO 4vam BY OTIEASRESTsnaa: ��OA10,••
CNWCRETE umxw TRUCiVRE FLaoA�T,O pA'�ap\gyp
STRUCNRE SiRLCHRE SiRUCTUPE
LC I-3/ TIN )-tIn qix �� Nw cAmra mar voatm-axoi..e vw rwmem.
�i($•JANB MODOL 880]BBIYA66(E4 0Ja 1900.8000
HIN tlOD81 888 OA1I BUA9LR 86 0A7]p�erp,,8000
AVALABLE TRACK CONF IRATIOS )OOYf.IONO,BfAStl, WS BOlOBt PA7iBIH
NT.S ONwIS W 0.DEO/Rf48 mmus
8 OEOADBT JR SE,OIjIJ/W RO-VA-0-21
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• • • •
00 0:0
TABLE 1 TABLE 2y • • •i••.
TABLE
DOOR STRUT SPACING(BASED ON RECOMMENDED 0
DOOR SECTION HEIGHTS $t on
HEIGHT SECTION CONFIGURATION) TOP HEIGHT Btm —#-27—#3 #4 #5 #6 #7 #$ Ion Panel Type i(Me 1°'n LebE
A 8 C D E F G H T i 14�Q"^`pari 21"i' °'' '"
4a ; r 018 +114P 5�" 1c 21 z:1�MIX 21 1 t (6) (in) (in) (n}
T 61/2" 16" 37 68° 76112 13'S" 21 21 21 21 21 18 18 21 y
.x.6'4_ IWrt ='24�1?,A f)6
Tse 5 L2 ,S31 24.000 48.000 72.00
Long
6' 51/2" 16" 34" 52" 70" 8B 112" 12'6" 21" 18" 18" 18"1 18" 18" 18" 21" sto Bead 24.625 48.000- 71.375
1,24 416: 19.W9 736111'';:
♦3' ""• x1 4 ''` a * b4 d72(('. 2 I. 24.b00 49 74600
8' 5112 13 31 4987° Bs 1001/2" 11 8 21 21 21 18 18 18" 21" gig Berk 26,126 49.Oo0 72.876
a18ks. r (@( ZAP R1h its' $ I>�u.'18 0:;.Z1.'. e4 S- �AG84r kq.Q00"`° 642Qs
1/2° 16" 3T 58" 76" 94" 1121(2° 10'6" 21"1 21" 21" 21" 21" 21" 8'14 Long 26.090 50.000 7&000
-!"T871_ 21" 8 4 Beed 26.826 60.000 74376
11 51/2° 16 34 62" 70° 88" 106" 124 1/2" 98 21 18' 18" 18" 18" 21" `. 8 s .:`:S1N1A- ¢;. ?- _
M142r"
. '.:t :,1[298 6 lon19 2&600 fitoo0 7&60051/2" 16 37 58" 79" 1381/2" 8'6 Bead 26.126 61 7&876
8 6 21 21 21 18 21"62 7Q= ''14,1 2.b ii 8 1 1& I-It 1 w :21 8 8 Long 28 000 6200078 00013' 5 1!2" 18 37" 58 78" 148112" T 6' 18" 18' 18 18 18" s 8 Bead 28.625 62000 77 376 i7" 58.b mti6Y4 ^ 1,5917n, a;6 112° 18° 37" 58" 79" " 180 1/2" 8't10 Long_ 26.600 63.000 719.600
6'8" 21" 18" 18" 21" V.110 Bead 27.125 64o00 78.875
TABLE 3 =- - ,6¢$ti Y549oo 441^<'.
DOOR TRACK ATTACHMENT SPLICE 9'0 Lam 27.000 64.000 81.000
HEIGHT A B C D TETF G H F-1FJ K L I M I N S 90 Bead 27.M 54.000 80.375
1 a %i
T 3 14 27" 38" 46 56 68 78
Fs, r 1
RM ffNRBB ff AkAB NR
�8 ' f AINB{gtT2W 181 f0a®orpAtm os-o.w� —
8' 3" 14" 2T' 38" 46" 56" 68" 78" 8611 a ao®ulsam NAyn ree
419'9 n I �ayyII 1 ''i 'i yyp1
7 -+4'- Qon �2gCENg�21Fy°° �$_
3 14 27 38 46 56 �6t8nj� 78 p88 1001,
zA fi +,.l POP
n... ,_.;-,� ..a,.{ p`tse IYrl1WL -9o.J PSP 9 o�hZ�'No 0048679
10' 3 14' 27 38 46 56 68 78 88 100 112 =*.'
v IF6s'ii., �WT.
SIX:
1 BrA�r�pF(}
11 3 14 2T 38" 46 56' 68 78 88 100 110' 124" N MCE ; <,OR1ID
W mum n n i u F n> 9 ! °O°obs/FL full W
�,�:k14� 7 � BSp n7 „
12 33 14' 2b7 38 46 �5r6�' 88' 78 88 1 A00 110"122 b 136
s3 'vert:�Y ��±.�. f11 a:._ a' '. l` I':: :VQ3 t�'/:IN! I' 0.6
13 3 14 27 38 46 '56188 78 88 100"114 1221 IWI 148
xomm.Bao NBPYfdeN to oU loco.8000
16" f/ ,8' r a 468"r >� n ` 1118' �34'!144" u ca.a xoom Bae os auaxao ae1 1000,8000
�"s' ki, sam.UNG.MIL OAK sum=PAt>!e8
14' 3" 14" 27" 38" 46 56" 68 78" 88" 100" 114"122"134"146" 160" as WAN or w N&ot/u/os woaaaNas
8 �m u¢ me o>Aym IRC-9509-11-21
ALL 1RAvf ATTACHMlNT SPACiNO+/-Y ALLOWED WITH SYP ON SPF NO.2 OR BETTER ONLY e@i 7 G 3
•• ••• • • • • • •• •• ••• • • • • • ••
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s
ri0rb q BCIS Home j Lo In I User Registration
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C'��rY 0W��
FL# • W '
•
FL15210-R5 •••s• • '••• •••••
Application Type Revision • '• • •• 00:00
•
Code Version 2014 • • • ••••••
Application Status Approved : •:•; • •
• • • • •
•••••• ••••••
• • •
Comments • ••• •
•••• ••••••
Archived •• • • •
Product Manufacturer
Address/Phone/Email Plastpro Inc./Nanya Plastics
5200 W CENTURY BLVD. P.
ITY
LOS ANGELES, CA 90045 Aolk Asia,
(440) 969-9773 Ext 16 Aff
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd. _
_ Los Angeles, CA 90045
n ) y (440) 969-9773 Ext 18 V 16 � r
7 _ ' scottjohnson@plastproinc.com I ?d �- , �_
:J {�� ,i
J� C d s'9 su ante Representative Ron O'Connell i
- p 4Ib e/Email NEAR 3 ® 2616
p L rrl ❑ 5200 W Century Blvd.
C-) U ® Los Angeles, CA 90045
z (440)969-9773 Ext 16
I - ronoconnell@plastpro.com
ice. � -- ■■
C- Cate %ift
Exterior Doors
I u; m �Ubi gory
Swinging Exterior Door Assemblies
01 �� Com _ -ice ethod
D3 Evaluation Report from a Florida Registered� ered Architect or a Licensed
i Florida Professional Engineer
C Evaluation Report- Hardcopy Received
m
O Fori a ngin er or Architect Name who developed Lyndon F. Schmidt, P.E.
z :tte val atio Report
Flori a 'cen a PE-43409
Qual SU
nce Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ••• •• 0 a Ryan A Wng ,".E.
• •• • • i • do Checklist- Hardcopy Received
•• ••• •• •
Certificate of Independence • • ••
FL15210 R5 COI CERTIFICATE of INDEPENDEN E odf
Referenced Standard and Year(of• nd 'd ' ' • '
•S� 4 ) standard
•• • • • • • • • • • Year
••� i� ••• **e Dliii ••• 1996
ASTM D2843 1999
ASTM D635 1998
0:0 i �SW4 0688 i 2003
0 • :•*STP4 E1;00� 2004
•i• i• •i •i 5000 0 -i 2005
ASTM G26
1995
G 155
TAS 201, 202, 203 2005
1994
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
FL35210 R5 Eauiv Equivalency Of Standards odE•••
• • 0000 0000••
Sections from the Code • •
•• • •••• •
- 0000•• •• • •
• 0000••
0000•• • •
•
0000 •• • 0000••
0000 • •
Product Approval Method ' •••••
Method 1 Option D •••••• • ••• • •
• • • 0000•
•• •• • •• 0000••
Date Submitted 04/24/2015 •••••• '
• • • '
Date Validated 04/26/2015 ' • • • ••0000•'
Date Pending FBC Approval '•••••
04/29/2015 0'• • • 0
Date Approved •o 0 0000 •0000•
06/23/2015 • 0 • • •
•• •
Summa of Products
FL# Model,Number or Name
Description
15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door-
Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration)
Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes Installation Instructions
Approved for use outside HVHZ:Yes Fl 15210 R5 II Inst 15210 1 odf
Impact Resistant:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See INST 15210.1 for Design Pressure Ratings, any
Evaluation Reports
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series O Sidelites -Inswing/Outswing (OX or XO; OXO-
Flberglass Door Configurations)
Limits of Use
Approved for use in HVHZ:Yes Installation Instructions
Approved for use outside HVHZ:Yes &15210 RS II Inst 15210 Z odf
Impact Resistant:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure: N/A Created by Independent Third Party: Yes
EvaluationepoOther:See INST 15210.2 for Design Pressure Ratings, any FL15210 R 5AE E al 15210 2 df
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.3 C. Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Double Door with or without
Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (XX; OXXO-Configurations)
Fiberglass Door
Limits of Use
Approved for use in HVHZ:Yes Installation Instructions
Approved for use outside HVHZ:Yes EL15210 R5 II Inst 15210 3 odf
Impact Resistant:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Design Pressure: N/A Created by Independent Third Party: Yes
EvaluationepoOther:See INST 15210.3 for Design Pressure Ratings, any FL15210 R5AE Eval 15210.3, df
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
R • • • ••
15210.4 d. Smooth2Wood GsainAkitie Woad 61-6 "Impact" Glazed Fiberglass Single Door-
Grain/Rustic'/r1andj`nj*njs ;' Ins%*ng/Outswing (X- Configuration)
Flberglass4l1ocr••• •• 0 • •0
Limits of Use
Approved for use in HVHZ:Yes Installation Instructions
Approved for use outside HVHZ�Yes:• 0'. •'• aF 15210 RS II Ing—i 5210 4 odf
Impact Resistant:Yes • • • •• • 0 VerTiel By: Lyndon F. Schmidt, P.E. 43409
•• • • • 0 • OCreated by Independent Third Party: Yes
Design Pressure: N/A • 0• • • •
Other:See INST 15210.4 for Design Pressure Ratin s Dan �FLIS2 0 R Reports
additional use limitations, installation instructions and product —Created by independent Third Party:
particulars. rty: Yes
• •00 •
• • • • • •
15210.5 e. Smooth/V:ood:Grair;4'j'ti Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or
Grain/R usti��a*t�atTtsr4L 4•• S'ideljtes -Inswing/Outswing (OX or XO; OXO-
Fiberglass Door Configurations)
R W R W Building Consultants, Inc.
B Consulting and Engineering Services far the Building Industry
C P.O.Box 230 Vairico.FL 33595 Phone 813.659.9197
Florida Board orProressionat Engineers Ceniricate orAuthorization No.9813
0000
J J • IN. '
R
Product
Cateqory Sub Category Manufacturer Product Name.. . 00000
. •
Swinging Plastpro,Inc. Smooth/WOVI gLa�t I White Wood Grain •
Exterior 5200 W.Century Blvd. •••••
Doors Exterior Door Rtit�tlF�,/J4Pattogarar • •
Assemblies Los Angeles,CA 90045 •• •••.•
Phone 440.969.9773 Ser1VAFI&jrgiass Door
Scope:
inswin Outs n -"Im ct" 0
Product Evaluation report issued by R W Building Consultants,Inc.8 Lyndon F.Schmidt,P.E. S
Plastpro inc.,based on Rule Chapter No.61620-3,Method 1D of the State of Florida Produat ( yrovalsted Og j998)foe .
Business&Professional Regulation.
iQpProv 0I.O�rtrnent bt•••
RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Um/tations.
I. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone".
2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco.
3- When used in the'HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact
resistant c overinq.
4- When used In areas outside of the"HVHZ"requiring wind home debris protection this product complies with Section 1609.1.2 of the
FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in
ASTM E 1996 and Section 1609.1.2.2 of the FBC.
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or
registered architect
7. OuWft configurations meet water infiltration requirements for"HVHZ". Another configurations do not meet the water infiltration
requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or
canopy such that the angle between the edge of canoov or overhang to sill is less than 45 degrees.
8. See drawing FL-15210.1 for size and design pressure limUtions.
Supporting Documents:
I. Ttest Report No Tit Standard Tttina Laboratory Signed by
TEL 01390365 TAS 201-94,202-94 8 TAS 203-94
ETC-�r255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ET���n Lab.,inc, Lyndon L Schmidt,P.E.
ASTM G 26-95 Joseph L Doktan,P.E.
ETC4 -255-17412.0 ASTM E 84-05 ETC LaboratoriesETC-07-209-19303.0 ASTM D 635-98.638-03,1929-96 8,2843-99 ETC Laboratories 'mph I--Doldan,P.E.
2. RrMtl gffl No. PBen Meunier
reparedby
No.FL-15210.1 RW Budding Consultants,Inc.(CA#9813) Sinned S Seated by
3. CafculationgPrepared by Lyndon F.Sdimidt,P.E.Anchoring RW Buitdaxi Consultants, &Sealed bys,Inc.(CA#9813]
4. Quality Assurance Lyndon F.Schmidt,P.E.
Csff=ate of Participation issued by National Accreditation and Management
Institute,certifying that Plastpro,Inc.is manufacturing products within a quality
assurance program that complies with ISO/IEC 17020 and Guide 53.
• • • • • • xy• •, _
• •• • • • • °0••o • -
• • • • • •Coq •'i 0 '
•• ••• •• • 6•,'ti�� ••i e_ y i
o e w
• • • • • • 0-. j v • 1
•• • • • • • - 9', i •
y
Lyndon F.Schmidt,P.E.
FL PE No.43409
' ' Shje j1.j 1 ' ' • 4!24/2015
• • • • • • • • • •
••• • • • ••• • •
.. .. . . . % .. .
. . . . . . . . . .
•
�, :• • •
•
*as: pir. "
o . I
37.50"MAX.OVERALL
520b W.CMYURY•,t L1%D. FRAME WIDTH
LOS ANGELES, CA g00450ITF0
SmoQtb Y W.00,4 �ra1m/ White Wood Grain "" pi� *
.•• •. vsiC.l/yJahogany
q E. K Za
11
Series O Fiberglass Door V m a
N Z Z 4
LL INSWING/OUTSWING C_
"IMPACT" 2
GENERAL NOTESa
1. This product has been evaluated and Is in compliance with the 5th Edition(2014)Florida Building Code m •••• 2�
x x ® •
(FRC)structural requlrements including the"High Velocity Hurricane Zone"(HVHZ). • • •••• ••u�'i
° X 0 • • •
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material •••••• ••••• 4•i9
shall be beyond wall dressing or stucco. o
1 •••i••
3. When used in the"HVHZ'this product compiles with Section 1626 of the Florida Building Code and does not O •••• •
require an impact resistant covering. _ •••• •• • b
co D
4. When used in areas outside of the"HVHZ"rsquiring wind home debris •••••• •••• a y
protection thisproduct compiles with
•••h • • • &I
Section 1609.1.2 of the 2014 FBC and does not •• •• a •••
require an impact resistant covering.This product meals
missile level"D"and includes Wind Zone 4 as defined In ASTM E 1996 and Section 1609.1.2.2 of the FBC. •••••• •
S. For 2x stud construction,anchoring of these units shall be the same as that shown for 2X buck masonry
construction. • • • • •
g •
•••••
N • • • •
= 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed • • N
••
N engineer w registered architect. � Vo
7. Outswing configurations meet water infiltration requirements for"HVHZ'. Ali other configurations do not
meet the water Infiltration requirements for the"HVHZ"and must be Installed only in non-habitable areas or a
at habitable locations protected by an overhang or canopy such that the angle between the edge of H
8 canopy or overhang to SM Is less than 45 degrees. a
TABLE OF CONTENTS MAX DESIGN PRESSURE IPSP}
SNEEfB ppgCypRppl SW#fVCr fRAARE
1 T elevation,d pressures,& —en-em-1 notm LNMIfMNON POSITIVE NEGATIVE n o
2 �w nel detalls 3 37.50" Z
Horizontal cross section INSWING X +75.0 -75.0 'z °
4 Vertical sections 82.00" DATE:02 16 12 i
5 5 3- t Loc et
6 1 lock details 37.50" WALL
N.T.S. 9
7 arc OUTSWING X +75.0 ::-:7:5.0 DMO BY-. JK
8 Com nis 81.13" aa.BY: LFS 3
9 B61 of materials See sheet 2 for hardware design pressure imitations oil WJNV No.: d
FL-75210.1
SHEET 1 OF J �
.. .. . . . .. .. .
. . . . . . . . . .
• /
• b.4•�•`� • • • •• EXTERIOR ``�'� '••••, ��i n
• • • •X
I • • • • • 0.4"
•• —• • $ Z
o Go
• N•;• • • • INTERIOR h z°CAP( ••• ••
HINGE STILE(LVL) LATCH STILE(LVL) CAP(PVC)
TOP RAIL *,Ad L° _9 °a
cw
(COMP.) a a n
1Q HORIZONTAL CROSS SECTION 4
Z c o
a'
35.75"MAX O.A. v' ••••
WIDTH
• •
A 6>•�.� i • • o
° D v • • •00 0•
•oA• •
s .. .cc
Go-so .
• z
v ® ���• • • W �J
m
C,2 • • • m•• ct•c�O HARDWARE iABIE • • •••• o •••
MANUFACTURER MODp MAX DESIGN INTERIOR •• •• EXTERIOR •• L••• •
m PRESSURE •••••• -- • >>
= KNOB: SIGNATURE SERIES • • •
O I - KWIKSET DEADBOLT: SIGNATURE SERIES(9RB) ±75 FOAM CORE • • i••• Q• •
——--
ERI (POLYURETHANE- • •• •
n
KNOB: F"SEIUES
•
SCNLAGE T 1.9 PCF MIN.) •• : • ••• •
> p_ X T DEADBOLT: V SERIES(1 0/62) ±7S
--_ —_ ••
SEE HARDWARE TABLE ----.. --
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R W R W Building Consultants, Inc. I
BConsulting and Engineering Services for the Building Industry t -booJ
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
0000
• • 0000 • •
Pi-oduct Evaluation / '
•
Product 0.00 •• M. •
Category Sub Category Manufacturer ProdeC?dame • .
•• •• 0 •• 0000 •
ODLNVestem Reflections ODL/ • ••Iteflections' •
Exterior Exterior Door 215 East Roosevelt,Ave. "Impact Resistant' •••i• •••• •
Doors Components Zeeland,MI 49464 Severe Wea eo fll Door lass :•0.
9
Phone-616.748.5437 Assemblyfor Glazing up to a TO x6'8 Sin le Panel •
Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for
ODLNVestem Reflections,based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval,
Department of Business&Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Umftatfons:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
excluding the"High Velocity Hurricane Zone"(HVHZ).
2. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require
an impact resistant covering. This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and FBC
Section 1609.1.2.2.
3. This product is approved for use as a substitute doorglass assembly in conjunction with a glazed steel or fiberglass side hinged swing
door and/or fated sidelite possessing a comparable current Florida Statewide product approval.
4. The design pressure(DP)rating shall be the lesser of the DP rating shown on sheet 1 of Drawing No.FL-14935.1 or the DP rating
shown in the glazed steel or fiberglass side hinged swing door or fixed sidelite approval being used.
5. The door panel and lite opening size shall not exceed the sizes shown in Drawing No. FL-14935.1 or in the glazed steel or fiberglass
side hinged swing door or fixed sidelite approval being used.
6. This product has been tested in the door and/or sidelite panels as specified on sheets 5&6 of Drawing No.FL-14935.1. Substitution
into a similar product may be approved for use by the local Authority Having Jurisdiction. In all gases,the glazed steel or fiberglass
door and/or sidelite used must possess a comparable current Florida Statewide product approval.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Sinned by
TEL 01310304 ASTM E330-02,ASTM E1886-05/1996-06 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E.
TEL 01310320 ASTM E330-02,ASTM E1886-05/1996-06 Testing Evaluation Lab., Inc. Lyndon F.Schmidt, P.E.
TEL 01310197 ASTM E330-02,ASTM E1886-05/1996-06 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt, P.E.
TEL 01310446 ASTM E330-02,ASTM E1886-05/1996-06 Testing Evaluation Lab., Inc. Lyndon F.Schmidt,P.E.
TEL 01311389 ASTM E330-02,ASTM E1886-05/1996-09 Testing Evaluation Lab.,Inc. VX Wright
2. Drawing No. Prepared by Signed&Sealed by
No. FL-14935.1 RW Building Consultants,jpc.4Cp408J3)• • • •• Lyndon F.Schmidt,P.E.
3. Miami-Dade NOA No. Materials Testing 0 .• •0.:• • • •• •
14-0423.17 Saflex PVB Interlayer(Ea%Vha •Gh@ryj;a?Q8mpaQy),••
4. Quality Assurance
Certificate of Participation issued by National Accred#atigrjjnd •
Management Institute,certifying that ODLN'Vestem jtt�leclons is• • ••• 'q• �:.`'. `_
manufacturing products within a quality assurance pm9rarg that cprnpli;a !-'''•• ;
with ISO/IEC 17020 and Guide 53. .• • • ••• , 400 ••"
o
• • • • • • �.•' • •'.:F 0
• • • ••• • •s„ • `�'d J' F,� Lyndon F.Schmidt,P.E.
• •• •• • • • '" .'' E" FL PE No.43409
••• • • • •••
8/25/2015
Sheet 1 of 1
. . ••• . . .••
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•
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ODL/1X$7;•EgA1 FqFLECT;ONS IPV
T
I .;
"Impact Resistant" Q $
Severe Weather®Doorglass a
a.
35.75°MAX 4
PANEL WIDTH `o
N ASSEMBLY FOR GLAZING UP TO A
2DW MAX9
3'0 x 68 SINGLE PANEL DLO.WIDTH•• •• ••••
p • • • , •
/ • •••• • L! o ••.•
••••
• • •
GENERAL NOTES ••• 2 m • • • •�• m Q
1. TMs product has been evaluated and ls In compliance wife the 5th rsiitlon(�I41 0 ••• • J. v o.
Florida Iwpoing Code(FBC)sGn,ahud requUements exaludUlg the High velocity � —I • • • 08 ••.
Hunieane zone(HVHZ).
o . •
2. When used In areas reauIft wind borr�detxb proteclton fnh p�ducf comp0es with / •_ • o • y •..•
Section 1609.12 of the FEC and does not requtre an trnpact resbfanf cow�p.This //� •••.•• a a •
=Sectmasts missile ion 1610.122 lo 'and trxiud�Wind Zone 4 as detlrred N ASTM E 1996 • • o • •• •
be 4m
3. This product Is approved for u�as a substitute doorglass assembly In undbn //% • ••• •• •..•
cel •
3 wffh a gtaaed steel a fiberglass sloe fringed swing door and/a t6red stdeAie • • •• _ •
Possessfn9 a comparable cunenf Florida Sfafe�Mde product approval.
4. Thede�gn pressure(DPI ratirt8 shall be the lesser of the DP raft shown in this 8 N
approvdf or Nre DP rating shown In the gamed steel or Hberglass side fprlged swing SWING DOOR OR 8 0
M door or Posed ftft approval bcing used. 2 SIDELITE SYSTEM
5. The door panel and He opening she shop not exceed the sties shown in this approval UNDER SEPARATE 3
or the steel or fiberglass side hinged swbV door or Hied ddepfe approval APPROVAL 1?
6. This product has been tested in the door and/or stdellte panels as specified on Sheets LIGHT DETAIL 8
5&6 of this approval.Substitution Into a sMor product may be approved for use by
the bcd Aufh, H=p lurtsdictton.In all cases,the glazed steel or ilberglasv door
and/or�tepte used paste a comparable current Florida Statewide product =
approval.
TRADITIONAL
N
TABLE OF CONTENTS MAXIMUM D PREWL RE 1aA77NO(PSF7 N^z
SHEET# DESCRIPTION
1 GLAZING TYPE POSITIVE NEGATIVE DAT:10125117
Typ d and no
2 Cry andbill0 enols I•I'loted +65.0 .65,o cams:sN.T.S.
3 def lamloafed glass M.BY-. JKIt m
5 Door panel details
1'frdrKd +QSA 654 D«. a LFS m
ararema No.: �
6 Door panel detailsFL-14935.1
0
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See Street 4 for operable&fixed blind cross sections
(iYpl d
4.2S'
BILL OF MATERIALS
REM 0 DBCRPnON MAMM a a ad 7
ODL LITE FRAME DETAIL I EXTERIOR FRAME ALUM. N^ _
2 INTERIOR FRAME ALUM. 1 �R11CAL CROSS SECTION "'N z
3 #7-19 X 1-3/4"PPH SELF-DRILLING SMS STEEL, 2 10125111
6 DOOR OR SIDELRE PANEL SME, N.T.S. 9
to 7 DOW 995 STRUCTURAL SILICONE SILICONE Ow.BYJK
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8 NON-STRUCTURAL BACKBEDDING SEALANT READI-SEAL CHL BY-. 3
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