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WS-16-361
Inspection Worksheet _ Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252534 Permit Number: WS-2-16-361 Scheduled Inspection Date: March 08,2016 Permit Type: WindowsJShutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ROMERO, IBIS Work Classification: Door Replacement Job Address:10560 NE 2 Court Miami Shores, FL 33138- Phone Number Parcel Number 1122310130660 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACING BACK DOOR IN THE GARAGE WITH Infractlo Passed Comments IMPACT INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 07,2016 For Inspections please call: (305)762-4949 Page 21 of 44 Miami Shores Village a a a g £ 10050 N.E.2nd Avenue NE x Miami Shores,FL 33138-0000 r, Phone: (305)795-2204 x Expiration: 0811012 16 Project Address Parcel Number Applicant 10560 NE 2 Court 1122310130660 Miami Shores, FL 33138- Block: Lot: IBIS ROMERO Owner Information Address Phone Cell IBIS ROMERO 10560 NE 2 Court MIAMI SHORES FL 33138- 10560 NE 2 Court MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Valuation: $ 1,850.00 - Total Sq Feet: 00 Type of Work:REPLACING BACK DOOR IN THE GARAGE W Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1,20 DBPR Fee Invoice# WS-2-16-58631 $2.00 02/09/2016 Credit Card $50.00 $76.20 DCA Fee $2.00 Education Surcharge $0.40 02/12/2016 Credit Card $76.20 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1,60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by dher myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informa i accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-n to do the work stated. February 12,2016 Authorized Signature:Owner / Applicant / Contractor / Agent 13ate Building Department Copy February 12,2016 1 R P-r-" Miami Shores Village I FEB 0 9 2016 Building Department 1x: a 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201u BUILDING Master Permit Nd. PERMIT APPLICATION Sub Permit No361 OBUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10560 NE 2 CT City Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2231-013-0660 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):IBIS ROMERO Phone#:786-271-4219 Address: 10560 NE 2 CT City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME-IMPROVEMENT ASSOC. Phone#: 954-792-4415 x 243 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: 954-792-4415 State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: NA State: FL Zip: Value of Work for this Permit:$1,950.00 Square/Unear Footage of Work: Type of Work: ❑ Addibon ❑ Alteration ❑ New M Repair/Replace ❑ Demolition Description of Work: ".A: . 1A &ec wz-z 114s caM�t Specify color of colothru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ G (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 not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 26 day of JANUARY 16 by 26 day of JANUARY ,20 16 •by IBIS ROMERO who is personally known t WAYNE T. BURNETT ,who is personally known to me or who has prod ced as me or who has produced as identification and ho did take an oath. identification and who id t ke an oath. o�maaa��alleawl�s�e>® NOTARY PU �,,�0�GpNZALE2 ii�G NOTARY P BLI � � �\ -4117 • �s 0.G .0� •2'. Sign: ® _ Sign: Print: 3: Print: CA LI .MARTI r� �,d� Seal: //i �i�•...;�mn,�';�� > Seal: �i9a ` *s*»a�a•ixss*assssa��x�:**+►:rs *•�s *� +�����sssa��*w***��s««�sa�sa�s�xa�sa���sws�**ss�+�a��xaa���x�*a��x��+�sa�*�******�sa***�* t APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) P y 5 7BY: ® 4 .I ' ' a SpW*En*erin8 Cam darts,Im c r a 5 15�SW30Avenm.Suae � FA 0 9 2016 ' BglMon Beach.R.334328 Dada 1)156 Pala Beaoh a a FL CA 0008217 RiACm.I 164 IS6 146 I.ow riel•WMnoam shedv 5 Risk CsL2 174 170 170 S' F • Rasidea:a 'rl laA Risk Cat 384 186 180 180 FmwIIal Fscilitias=q h (GCP-GCP 1 charm wkd based an nm meal rent And shoo tmt em•ad W4r 2ere for anewbud hOnftdalaasoroamr reelamrrce V(mph) 175 1620 FBC ft HVtK m Fie.26.5-Ia 3 (Jeer elm8 de%m*w Ore mean root Eave ♦Roof P Risk Category B TOW 1.5-I.pap2 4 End zone dlshmoe Is the lesaorcf 10%ofWWM,10%ofwidth m4O%ofam mean root and notimuml 3•-0" BIq_ C SpMim 26.7 S 950%ofa compmund Is Ina parfimdw zomUmn amt compwmt Is camldmed to be m zorm wah are of am area.a quedoname am p1m in Zones Kd 084 T"26.6.1,Foga 250 6 Each can vdrdow door muMm hasatbutwyamadWlsweatobe used.Area oftwManent3to rounded down bd sha0 not be Iess amn 10 sf. Kzt I Fig=263-1.pop 252 7 ForNOWsMd regube aKd-1.0Ow govabma5emdhereb by 1.18. OCpi 0.18 -0.18 0.55 8 IWnd womm are based on AOawable stress deskrL pitch ofrod 3x12 14.0 degrees 8msum ted hero are va5d for Emmim 8andC end 0.rtmtt roof gm 14.0 dog= 10 Mand d vekma 0sted lmretn are vWM when shned,dated and BOWW PE OSW 14 or Mark LeSkm PE 035M 11 I Wkd dWgn premm are cWmWedInaxadertcewShASCE 7-10 Meow 2 12 1 No reducdon Is taken for Wopes kms gm 10 deWsm Amefomycom Amofowyonat Area ofcomponm Amaf AreaafAreaat Area of arm of Area of Arm of Arend IO.Osf 15.04 20.0 sf 25.04 30.0 of 35.0 sf 40.0d 45.0 sf 50.0#' SS.O of 60.0d Nkan Raof Flet Zone 5 4 Zone S Zone ZormS Zone S Zone4 5 Zorn S 4 5 4 4 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.3 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 43.4 -33.6 42.2 -51.3 41.8 -50.6 41.4 49.8 41.0 -49.0 -40.6 -48.3 -402 47.5 -39.8 -46.8 -39.4 -06.0 -39.0 45.2 -38.6 -44.5 39.3 393 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 372 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 42.8 -52.0 -42.4 -31.3 42.0 -50.5 41.6 49.7 -41.1 48.9 -40.7 48.2 - -40.3 47.4 -39.9 -06.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 Al 38.1 37.6 37.6 - 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -517 429 -51.9 42.5 -51.1 -42.1 -50.4 .41.7 49.6 41.3 .48.8 -40.8 -48.0 40.4 47.2 -40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.3 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 48.1 -55.7 43.9 -53.3 43.5 -32.6 43.0 -31.8 42.6 -51.0 -42.2 -50.2 41.8 49.4 41.3 48.6 -40.9 47.8 -40.5 47.0 1 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 .39.4 39.4 39.0 39.0 AS 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 43.7 -56.4 -44.4 -54.0 43.9 -53.2 43.5 -52.4 3.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 -41.4 48.3 -41.0 47.5 -40.5 -46.7 0 •012.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 402 -57.0 -44.9 -54.5 44.4 -33.7 44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 42.3 49.7 -41.8 48.9 41.4 48.1 41.0 -47.2 •••• .0 .0• 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 • • 21 406 -57A 15.3 -55.1 1 -44.9 -54.3 1 -44.4 -53.3 -44.0 -52.6 1 -43.6 -51.8 1 -43.1 -51.0 1 -42.7 -50.2 -42.3 1 -49.4 41.8 48.5 41.4 47.7 •••••• • • 4 4J.4 t2.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 • 22 -47.1 -Wt• 13.8 -35.6 -45.3 -34.8 -44.9 -54.0 -44.4 -53.2 -14.0 -52.3 43.6 -51.5 -43.1 -50.7 42.7 -49.9 42.2 1 49.0 41.8 1 48.2 •• 43.8 44).1 0 0 0#2A 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 •••••• 23• ••47.S -58 040.2 -56.2 43.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -510 -43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 -48.7 ••••• •• • 42.1. 41.4 41.4 40.9 40.9 40.5 40.5 40.0 .40.0 39.5 39.3 39.1 39.1 38.6 38.6 • • 24 0 9.2 1.6 -56.7 46.2 -55.8 45.7 -55.0 -45.3 -54.1 -44.8 -33.3 -04.4 -52.5 43.9 -51.6 43.5 -50.8 .43.0 -49.9 .42.6 49.1 ••••• • •43.6 44.0• •43.2 43.2 417 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 • • 21 JA A9 37.0 1 -57.2 -46.6 1 -56.3 46.1 -55.5 45.7 1 -54.6 45.2 1 -53.8 44.7 1 -52.9 44.3 1 -52.1 -43.8 1 -51.2 -43.4 -50.4 42.9 49.5 •••••• 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 411 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 • • 26 48.8 Al 037.4 -57.6 47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 -35.1 -53.4 -44.7 -52.5 -44.2 -51.6 1 43.7 1 -50.8 -43.3 1 49.9 •••••• • 4513 46.•• •48.9 43.9 43.4 43.4 419 42.9 42.4 42.4 410 42.0 41.5 41.3 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 •• 21 • 2 .7 47.8 -58.1 47.3 -57.2 .46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 -45.0 -52.9 -44.6 -510 -44.1 10 11m -50.3 • 45.7 40.7• 64.2 44.2 43.7 43.7 43.3 43.3 2.8 42.8 413 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4� 3.9 It09 •••••• • 0% S fit�1 X8.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.1 -45.8 -54.2 -45.4 -33.3 -44.9 314 tt A 0' 0 •016.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 411 41.6 41.6 41.1 41.1N • • • 29 49.9 -61.6 -48.5 -59.0 -48.0 -58.1 47.6 -57.2 47.1 -56.3 46.6 -55.5 46.2 1 -54.6 1 -45.7 -53.7 45.2 -518 ,, • L6 ° in 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 419 42.4 1 42.4 1 41.9 41.9 41.4 41.4 40.9 49.4 j 30 -50.3 -62.1 -48.9 -39.4 -48.4 -58.3 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 51 744.6 -51. ITYMiami Shcres Village @ �� APPRObED BY DATEpy ���`Ssi'•• A���,`� 11,1111 Ito ZONING DEPT �s,. BLDG DEPT r � JAN 2 1 2C --- .. _----.. -- ----- -- -- nuc All °'^^.�^•r_- - __. _ _ _. __. ---- - _J MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART a Address:10560 NE 2 CT MI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Openi Shutter Required Mullion Required Impact ID or Mullion Product Acce c ce# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 DOOR 14-0303.09 .O -85.0 +40.1 -43.4 39 3/8 x 82 NO YES 2 SIDELITE 15-0416.04 -75.0 -75.0 19 x 80 2 x 4 .J. 3 DOOR 14-0303.09 63 3/4 x 80 14-1105.01 .�. 4 SIDELITE 15-0416.04 19 x 80 (+/-149.1) .�. 5 HS FL16736.1 +60.0 =60.0 -53. 26 3/4 x 44 7/8 6 4 x 44 7/8 J• J. 7 26 3/4 x 44 .� .� .. 0 0 0000 0 00 0000.. 0000.. 0 00 00000 0 000. . 0 1 0 0 as 08•:0• 101bOR FL14991.1 +67.0 -67.0 40.1 -53.6 315/8 x 801/8 NO YES . . 0000 0000 0000.. 0000 0000.. 0000 . . 0000 . . ... . . . ... • : :f i•_x? GRAM SHEET 6sPOaKe6� MEASURiNGTECH MEASURE DATE CUSTOMER'S NAME ••• PHA LEAbA ' OF PROPERTY ROOF HVGHT FLOOR NUMBER TOTALS OF FLOORS Mr-AF I Vr. ...__...�._ =_.r..—�..r. .�..._�..._ .— _.�— .. ... ..._ .. ... ........:--_.._.� ...._J ti ..._........—.. iii _•�_ ..�_.— � »�•-_•_.— r ib t I J -'t--= -. �_r �..}.._ --1.-..-�".«... _..-_...•.. - �• ,_ ._.._ .. }_-.._... i � _ _i _1 ____, s r _s--��._«..... —•� .^--ter---_—_ _ . t Florida Building Code Online Page 1 of 4 w � [jai wm ftm I I.w m ; Uw RWsvaaon WTopfm I soDnY &vdwrea stets&rias llubIbnkins I Fec sUff I [� S Etc rw, I Unto I roti ' Bus'ne�s, ��. Pro ess& • USEW,PUNIC Um Pry Approval Regulation Y A AgWCI==>AppRoalon DaWl R# 4991-RI APPlication Type Revision Code Version 2014 Application Status roved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Ardhlved ❑ Product Manufacturer Therms Tru Corporation Address/Phone/Email 118 industrial Drive Edgerton,OH 43517 (419)298-1740 riclavOrwbidgmnsultents.com Authorized Signature Vivian Wright rldtwOrwbldgconsultants.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/PhonWEmall Category Exterior Doors Subcategory SwingIng Exterior Door Assemblies Compliance Method Certification Mark or i.Wng Certification Agency National Accreditation&Management Institute Validated By Ryan I Idng,P.E. M Validation Cheddtst-Hardoopy,Received Referenced Standard and Year(of Standard) !fid �[ ASTM E1300 2004 TAS 201,202,203 1994 Equivalence of Product Standards Certified By • •• • • • • ••• • Product A •• • •• • • • •• pprovet Method Method 10ptlon A Date Submitted 02/GW20149• •• • 000 • Date Validated 02/;1/:015: i• i i •• i i Date Pending FBC Approval •• • • • • • • • • • • • •• • • • • • • • • Date Approved OW12015• • • • • http:/Iwww.floridabuilding.org/pr/pr appdtl.aspx?par8n%.WMWQVt 4a 1 9°1'o2fl)rx... 6125/2Q1S Florida Budding Code Online Page 2 of 4 RULI.Ifte Products Model,Number or Name Description a.'Traditions' 3'0 x 6'8'Impact'Steel Single Door-Inswing or Oubw&g (X Configuration) e CertNlcation Agency Certllicate Approved for use in HVHZr Yes FL34991 R1 C CAC 14991.1 NAMI Cert.ndf Approved for use outside HVHZu Yes Quality Assurance Ccract Expiration Date Impact Resistant:Yes 03/31/2016 Dedon Pressures N/A Installation Instructions Othan See INST 14991.1 for Design Pressure Ratings,any FLIM1 R1 II Inst 14991,I.ndf additional use limitations,Installation Instructions and Veifled By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Bal 14991.1.00 Created by Independent Third Party:Yes 14991.2 b.'Traditions" 310 x WS'Impect"Steel Single Door with Sidelite-Inswing or Outswing(XO or OX Configurations) Limits of use EertiRestlon Agency CoM icate Approved for use in HVHZr Yes tL14991 Ai C CAC 14991.2 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Dada Impact Reslstauts Yes 03/31/2016 Design Pressures N/A Ingwmtian instruction ilthon See INST 14991.2 for Design Pressure Ratings,any Et 14991 R1 11 Inst 14991.2.odP additional use limitations,Installation instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Nobe-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval 14991.2.odf Created by Independent Third Party:Yes 14991.3 c.'Traditions' 310 x 6'8'Impece Steel Single Door with Sldelites-Inswing or Outswing(OXO Cordiguratlon) UmPos of Use Cotifteution Agency Certticabe Approved for use in HVHZ Yes FL14991 R1,C QC 14991.3 NAMI Cert.odf Approved for use outelde HVHZr Yet: QuaBty Assurance Contract Exptratioe Date Impact Resistants Yes 03/31/2016 Design Proasures N/A Installation Instructions Othen See INST 14991.3 for Design Pressure Ratings,any FLi4991 R1 II Inst 14991.3.odf additional use limitations,Installation instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product pwticulars.(Nlote-Glazing meats ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 Ill AE Eval 14991.3.pdf Created by Independent Third Party:Yes 14991.4 d.'Traditions" 610 x 6'8'Impact'Steel Double Door-Inswing or Outswing (XX Configuration) Umlts of use Cation Agency Cotlflcate Approved for use In HVHZe Yes FL14991 R1 C CAC 14991.4 NAMi Cert ndP Approved for use outside HVHM Yes Quality Assurance Contract Expiration Date Impact Realstantt Yes 03/31/2016 Design Presawo N/A Insdaletion Instructions Othere See INST 14991.4 for Design Pressure Ratings,any EU4991 RSI II Inst 14991.4.odf additional use limitations,installation instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Nobe-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 Ri AE Eva114991.4.ndf Created by Independent Third Party:Yes 14991.5 e.°Traditiarse 610 x 678'Impact"Steel Double Door with Sidelttes-Inswing or OubwAng(0)XO Conflguration)wnflgurations up to 8'0 In height) Limits of use Certification Agency Certificate Approved for ase In HVHZr Yes FL14991 RI C CAC 14991.5 NAMI Cert.ndf Approved for use outside HVHZr Yes Qual&ir Assurance Contract Expiration Date impact Reslslanti Yes 4,034106 • • • s• Ott ret Seeress 14991.5 for Design Pressure Ratings,ant•Instaainstructerrer •• f additional use limitations,Installation Instructions and •Vert old 91iy 0* 1pI}' idt,-qE.43409 product particulars.(Note-Glazing meets ASTM E1300-04)9• Cre&W byslAdeplindeAt TAlr011arty:Yes Evaluation Reports FL14991 R1 AE Eval14991.5.odf • •mated byAdepgndent 1l :Yes a 1177= 4%13 14991.6 f.'Profiles° •• *x b6,1mpact S ej,Sli0e D or Inswing or Outswing • (N!'onfig*tient • • • • • http:/lwww.floriclabuilding.orglprlpr app_dtl.taspx9paza% EtQ4759:./*2fDrx... 6!25/2015 Florida Building Code Online Page 3 of 4 umlts of use Certification Agency Certificate Approved for use In HVHZs Yes R14991 RI C CAC 14991.6 NAMI Cert.odf Approved for use outside HVM Yes Quality Assurance Contract Expiration Data Impact Resistant,Yes 03/31/2016 Deaton Pressure:N/A InxMUatbm Instructions Otiuerr See INST 14991.6 for Design Pressure Ratings,any EL14991 111 11 Inst 14991.6.odf additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Noto-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports EL14991 Rl AE Egli 14991.6.ndf Created by Independent Third Party:Yes 14991.7 g•"Profiles" 310 x 6'8"Impact"Steel Single Door with Sidelite-In wing or Outswing(XO or OX Configurations) Limits of use CertMontion Agency Gertf►Icate Approved for use in IfVHZ:Yea FL.1.4991 Ri C CAC 14991.7 NAMI Cert.odf Approved for use outelde HVHZ.Yes Quaft Assurance Contract Expiration Date Impact Resistant.Yes 03/31/2016 Design Pressure.,N/A Installation InWuetbrm Others See INST 14991.7 for Design Pressure Ratings,any EL14991 111 II Inst 14991.7.odf additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product partictdars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes evaluation Reports EL14991 RI AE Eval 14991.7.odf Created by Independent Third Party:Yes 14991.8 h."Profiles" 3'0 x 6'8"Impact"Steel Single Door with Sidelites-Inswfng or Outswing(OXO Configuration) UmI s of use Cortificstion Aseney Certificate Approved for use in HVHtu Yes FL14991 R1 C CAC 14991.8 NAMI Cest.odf Appe owed for use outside HYM Yes Quality Assurance Contract Explratilon Date Impact Radatemb Yes 03/31/2016 Design Presshure.N/A Installation Instrnctionm Other:See MST 14991.8 for Design Pressure Ratings,any FL14991 Ri II Inst 1499i.8.ndf additional use limitations,Installation instructions and Vertfled By:Lyndon F.SchrnI4 P.E.43409 product particulars.(Note-Glazing meats ASTM 151300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.8.ndf Created by Independent Third Party:Yes 14991.9 1."Profiles" 610 x 6'8"Impact"Steel Double Door-Irmwring or Outswing (XX Conf duration) Limits of use Certification Agency Certificate Approved for use In HVHZi Yes FL14291 RI C CAC 14991.9 NAMI Cert.odf Approved for use outside HVHM Yes Quality Assurance Contract Expiration Dabs Impact Reststontx Yes 03/31/2016 Design Pressure:N/A Installation lustre Other.See INST 14991.9 for Design Pressure Ratings,any EL14991 R1 tI Inst 14991.9.odf additional use limitations,installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes eYaluatlon Reports FL14 AE Eval 14%1.9.nd Created by independent Third Party:Yes 14991.10 J."Profiles" 6'0 x 618"Impact"Steel Double Door with Sidelltes-Inswing or Outswing(0)(XO Configuration) Umits of use Certification Agency Certificate Approved far use In HVHM Yes FJJ4921 Ri C CAC LMI-10 NAMI CerLodf Approved for use outside HVHZ.Yes Quality Assurance Corntract Expiration Data Impact R eakotant:Yes 03/31/2016 Donlon Pressure N/A Installation Instructions Othen See INST 14991.10 for Design Pressure Ratings, FL14991 Ri II Inst 14991.10.ndf any additional use limitations,Installation trhstructrons and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.10.odf Created by Independent Third Party:Yes 14991.11 •• k.•IRVIls": .0. ••• 310 x 810"Impact!Steel Single Door-Inswing or Outswing • • •• • • • • • (X Configuration) Limits of Use • • • • • • • • • Certification Agency Certificate Approved for useWHVMofes•• • • • •• FL14991 Ri C CAC 14991.11 NAMI Cert.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract lExpiratlon Date Impact Resistant.Yes 03/31/2016 Donlon Pressures N/A.•• •• • 000 • Installation instructions anOy addltlonalSee�uiita91 txxsf Np11 Insic-14991,11.nd o)I� �aure �rxrt VerlflediBy 1Lyndon F.Schmidt,P.E.43dt}9 product paMcuIa.(Nothe:-Glazing meets�9TN1 E1000O."• Created by Independent Third Pally:Yes Evaluation Reports .•. . . • . ... • . hUp://www.floridabuilding.orp#/I' ft•Gita.aox?per=wUEVXQwtDquZRj590/o2fDrx... 6/25/2015 ,Florida Building Code Online Page 4 of 4 FL14991 RS AE Eval 14991.11.0df Created by Independent Third Party:Yes 14991.12 1."Profiles" 3'0 x 8'0°Impact"Steel Single Door with Sldellte-Inswing or Outswing(XO or OX Configurations) Units of Use C ortlHcation Agency Certificate Approved for use in HVHZt Yes FL14991 R1 C CAC 14991.12NAMI Cert-Rdf Approved for use outside HVHZ:Yes Qualfiy Assurance Contract Expiratbn Date Impact Resistant;Yes 03/31/2016 Donlon Pressured NIA Instailatfon XU&Uatlorta Othex:See INST 14991.12 for Design Pressure Ratings, Fl 14991 Ri IT Inst 14991.12 a>df any additional use limitations,installation instructions and Verified By:Lynda)F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports RJM91--Rl,--AE Eval 14991.1 .ndf Created by Independent Third Party:Yes 14991.13 m."Profiles" 310 x 810'Impact"Steel Single Door with Sideetes-Inswing or outswing(0X0 Configuration) UmBls of use Certification Agency Certificate Approved for use in HVWA Yes F 1499 R1 C CAC 14991.13 NAMI Certn& Approved for we outside HVHZ;Yes Quality Assurance Contract Expiration Date Impact i emstant;Yes 03/31/2016 Design Pressure;WA Installation Instructions Other;See INST 14991.13 for Design Pressure Ratings, EL14991 RI II Inst 14991,13.odf any additional use limitations,Installation Instructions and Verifled By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports EL14991 Rl AE MI 14991,13.odf Created by Independent Third Party:Yes 14991.14 n."Profiles" 6'0 x B'0"Impact'Steel Double Door-Itwwing or Outswing (XX Configuration) Umlts of Use Certh"kalion Agency Certificate Approved for um In HVHZ;Yes FL14991 4991 Ri C CAC 14991.14 NAMI Cert.ndf Approved for use outside HVHZ;Yes Quality Assurance Contract Expiration Date Impact Reser Yes D3/31/2016 Design PreseWe N/A Installation Instructions Older;See INST 14991.14 for Design Pressure Ratings, FL14991 RI II Inst 14991.14.ndf any additional use limitations,histallation Instructions and Verified By:Lynda)F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evahratlon Reports FL14991 R1 AE Eva[14991.14.odf Created by independent Third Party:Yes 14991.15 o."Profiles" 6'0 x 810'Impact'Steel Double Door with Sldelites-Inswing or Outswing(OXXO Configuration) Units of use Cortlilkation Agency Certificate Approved for use In HVHZs Yes FL14-991 R1 G CAC 14991.15 NAMI Cert.odf Approved for este outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.Yes 03/31/2016 Design Preu WA Installation Instructions Others See INST 14991.15 for Design Pressure Ratings, F-1.14-991 R1 II Ins+14991.iS.edf any additional use limitations,installation Instructions and Verifled By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation hop" H-i4991 RI AE Bail 14991,15, Created by Independent Third Party:Yes -- Nmet �yg;; Pham•aso.ae�_itl2b The Stabs M Ronda•an AWEED amovVer. Under Ronda low.ernan addresses are pubic records.A You do not want Your e-mall address released In reopoma W a public-secerda requesk do not send 011" MIC Tall to Nle 8nft4ln5rraiAPnWCt ti»aalia try bVJW2Wed nal.If you have any queetIaM pteasa tar t 850.487.1395.•Farium to Section 455.275(1),Florlrio SWafto,a Gatob@r l o20wlf s Ikermed antler chapbar 455,F.S.must provide tha Daparbram wM an anal eddrees N they have ane.The emals"vfdad nay be 00 rad tdWdal can•n4aUon wNh the lam,however allal addrtxws are public record.If you ds tet wish to soppy a ptsaonal atlarere,plae�prousd•tJrNOeperblaardel idwa•tanal admans which can be ae&available to the public.To deberndn e N You are a licensee under •• ••• •• • • %Jj*Approval Aaaptin lu • • • • • • • +lt rKnl- ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org#/Pf adel.IIx? ti=wGEVXQwtDquZRj59%2flDrx... 6125/2015 t R W R W Building Consultan% Inc. B Consolft and Ftiseerios services for oosn ift Indvstiy ra eao��a var�o, meas rroo�eeaaaw.vrs� r orAo�Imoel Eusieam�caN�eeoraaaboea�tee.�� !fit Category Sub Category Manufacwrer Pro&wt NNW ThwM Tru Corporation 'Tradittow tkr 118 bubuddai Dr. 91001DOW Doom /lssembllae RIPME60H43517 Mffebomatewing Phone 419.2ML1740 Win Scope: This Is a Product Eveivation report Issued by R W Bung ConsulEanbN Ina.and Lyndon F.Schn*&P.E.(Sydsm ID# 199M for Thema Tru Corpordarn bond on Rule Dopler No 61120.3.Melhod 1A of fire State of Fid Product Approval.DepwhW of Bwalness S Prctfsedonal Repbtlon. RW Bullft Consullente and Lyndon F.Schroldt P.E.do not have nor will acquire financial Interest M the oc rWW manubdu tng or d*b ft the product or in any other w*Involved in the apprwM process of the prut&named hwdrL llrrr I.This produd evskudm drawing hes beers developed In ownplionce with the ISh Edition(2014)Fbft Bulgy Code(FSC)drucSeai m**wmft Including the VP Vey K nIcare Zone°(HVH4See the Cern Agency Codficate for akm spedicallons and 2 Productaurutin shall ba es Qsted end speoSd as shown on d ddL Anchor emlenerd to base materld shall be beyond wail dreaming or Stucco. 3.When used In the°HVHEI the opaque door oomplin with section 1626 of1he Fforids Building Code and does not require an duped red"toovering. 4.When used in areas outside of the wdVH2•reqUdirg wind borne debrfa potssc ion,fire opaque door oompilee with Seen 1 W9.1.2 of the FOC and does not require an Impact redeM amoring.This product needs missile lewel'V and Includes VW d Zone 4 as deldred In AM E199B and Sedan 1609.1.2.2 oft o FBC. 6. For 2x stud framing c onstrudon,anchoring of these untie Shall be the so=as flat shown for 2x buck masonry c orsSudom S. Site oonOwu that deviate from the def Ile of dreaft FL-14991.1 require further engineering analysis by a licensed engineer or registered arc ilect 7. OuWft cmifturalicns using c=9WI slll item#39 utast water d>f Amman nxgftmwb for 9iVHZ. IVwAV bft carfturefto using Rom 031 do not mod the waW 6.be co��blebte ansa hebbbte lokafions prro by an overhang or Me ante bebman ttre edge of canopy or overhang to sig Is fews then 45 degrees. 9.When used in the IMW.steel must be probtatad as specified In FOC Sedan 2222.6. is See drawing FL-14991.1 for Ice and design pressure Iftnb ins. SL"Mfbrg Documents: 1. feet Report moi, Test Staradard Testing Laboratoro C ETC 01 741-1 OaMO TAS 241,202,203-94 ETC Laboratories Joseph L Dollen,P.E. 2. Drawina„Vo. Prerrarad by 01111111118 101Stoned&Seated by No.FL 14961.1 RW Burg Consuffarrts.ba(CA#8613) �e►� SCHM/ 11i� Lyndon F.Schmidt,P.E.�,�d .......... � 3• ••• • • • • • •• ,ae"' �•�4;�r,E f4 Sr:',� �Slaned&8�ealey Anchoring RW MMk�sO W M41111) ,•" filo a 4t)g :• Lyndon F.Sctunidt.P.E. :tit • •.• •• • ••• •F' STATE OF • • • •• • • • • •+'i'S a' , p i ` �►� Lyndon F.tad mWt PE •• • • • • • • • • • •��,<` j�7.�`• • •• • • • • • • • • Ch1�1- •• • • • • • .a j.10/ca ds $;�~• FL AE ?188015 Sheet 1 of 1 • •• •• • • • •• •• NOTICE OF PRODUCT CERTIFICATION {{ Y U CERTIFICATION NO: NI005312.01 .� DATE: 03122ZZ012 CERTIFICATION PROGRAM: &ruetural COMPANY: Thema-Tru CODE: T4)52-1 f To verify that the"Notice of Product Certification"is valid,please visit www.NAMlQQfti00atjog,9om to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied.Please review and advise NAM if any corm-dons are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Thermo Tru Corporation "Traditions Series" 118 Industrial Drive In-Swing&Out-Swing Edgerton,Oil 43517 Opaque Wood Edge Steel Door Configuration:X Frame: W-953mm(37.5°) H-2093mm(82A") Panel: W-915mm(36.001 H-2013mm(79.25°) SPECIFICATION PRODUCT RATING TAS 201/2821203-94 Design Pressure-+67/-67 psf Large Missile Impact Rated Wind Zone 4-Missile Level D Quaiifin Couftwsdons:X i Product Tested By: ETC,Inc, Report No: ETC 01-741-10622.0 Expiration Date: March 31,2016 Administrator's Signature: NATIONAL ACCREDITATION AND MANA 19MIrMir. 7'E,INC. 4794 Georgg Wnghn•�st'atlarial Highway •• �es)YAtW2. •• Tel:(804)684-5124 ••• •fax:{•SY4)684-5121 .'. . .. . . . . . . . . THERMAITRt) THERMA TRU DOORS �„ 1 1® INOUSIMML./3R.. E 97.50' rMMCMN. OH 43517 ��+ •.., MNG ii,,H It y, �����` "TRADITIONS �--",AL"'H- l "°` gat STEEL DOOR INSWING/OU M NNG ® ® d IMPACT" 'T 00 :000*: MMAMM 0000 .. 9. 9r. 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