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WS-15-2712 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248738 Permit Number: WS-10-15-2712 Scheduled Inspection Date: December 04,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MARINO,STEPHEN Work Classification: Window/Door Replacement Job Address:1066 NE 94 Street Miami Shores, FL 33138- Phone Number 305-812-0629 Parcel Number 1132050120120 Project: <NONE> Contractor: DENMAR CONSTRUCTION GROUP Phone: (954)372-6623 Building Department Comments NOA FOR WINDOWS AND DOORS. 1 WINDOWAND 2 Infractio Passed Comments DOORS INSPECTOR COMMENTS False Inspector Comments Passed 19N CREATED AS REINSPECTION FOR INSP-246474. No access Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 03,2015 For Inspections please call: (305)762-4949 Page 34 of 39 P Avg emiit IM e °�Rs Miami Shores Village g 10050 N.E.2nd Avenue NE fC93`fQ 4f�tior R Miami Shores,FL 33138-0000 Phone: (305)795-2204 �oRIDp' fi Iueaate /30�i5 Expiration: 04/27/2016 „ : .. Project Address Parcel Number Applicant 1066 NE 94 Street 1132050120120 Miami Shores, FL 33138- Block: Lot: STEPHEN MARINO Owner Information Address Phone Cell STEPHEN MARINO 1249 NE 97 ST 305-812-0629 Miami Shores FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 DENMAR CONSTRUCTION GROUP (954)372-6623 Total Sq Feet: 0 Type of Work:NOA FOR WINDOWS AND DOORS. 1 WINDOW Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20Invoice# WS-10-15-57543 DBPR Fee $2.00 10/30/2015 Credit Card $ 100.40 $50.00 DCA Fee $2.00 Education Surcharge $0.40 10/23/2015 Credit Card $50.00 $0.00 Miscellaneous Fee $4.20 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $150.40 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 either 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 fo Ing i i n i e d that all work will be done in compliance with all applicable laws regulating construction and zoning u more,I au e t a ove- ed ractor to do work stated. October 30, 2015 Autho ed Si er! / Applicant / Contractor / Agent Date Building Department Copy October 30,2015 1 �I A Miami Shores Village - Building Department N15 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 20t(j BUILDING Master Permit No. �J PERMIT APPLICATION Sub Permit No. W'.� ®BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATIONSHOP / �� CONTRACTOR DRAWINGS JOB ADDRESS: i1 CIG dV • C I S `C City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: n Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 5 /- e PI'l,"n A s A S/. Phone#: "SO Z�(Zgj Address:_1066 A/r. Cf Y ;f City: _A4 I'44 ,° s L►G✓ t State: F L. Zip: 73 3 i T fr Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: h rej AA4r CG,n S/sG C&n ��ej¢,Phone#: MZ q,('(�qk Address: 75 ( q G 41- r,✓ X17 ,,& Wg> tt City: 5(YA r S`f. State: Zip: 3 7173 S 1 Qualifier Name: 9-: / &Z A Phone#: —7!g c, - 2 9 a it9 , State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 2,000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New W n [IRepair/Replace E] Demolition BB,, Description of Work: o A r/✓� do I,.r L)�c l W Q N V 4%U-1Q r3 Specify color of color thru tile: �`� Submittal Fee$ - `n Permit Fee$ �® W ° CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ C'o-P`c`' It TOTAL FEE NOW DUE$_m y (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 WNER or AGENT CONTRACTOR The foregoin instr ent waass acknowledged before me this The foregoing instrument was acknowledged before me this day of 063Lcr ,20 »l ,by 21g day of p 6� 20 15- by �n 7d-1 .Y r Icwi'Ao ,who is personally known to FcAW Vii(., Q lNtt ,who is personally known to me or who has produced VaLij Fc- D�� (icCk4k- as me or who has produced as identification and who did ke an oath. identification and who did take an oath. NOTARY PUBLIC: % a' NOTARY PUBLIC: a� Sign: � Sign:_ ((''�� Print: �YW1dW2 "v( Print: o, Sherline Clark .° �?� ve: Sherline Clark Seal: °ems; Seal: ar' �-COMMISSION#EE852143 n=COMMISSION#EE85219.3 z;i r.19 EXPIRES:NOV.18,2016 AS EXPIRES.NOV.18 2016 WW4o/,AAROWI!OTARY.Cc ' as WWbY.AAROt1I10TARYc;.r APPROVED BYPlans Examiner Zoning Structural Review Clerk (Revised02/24/2014) A BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895— - 954 831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA: Receipt#:180-252041 Business Name: CONSTRUCTION GROUP LLC GENERAL LCN CONTRACTOR Q R Business Type: Owner Name:EDWIGE CLARK Business Opened:11/06/2012 Business Location: 3180 NW 97 WAY State/County/Cert/Reg: CGC1519531 SUNRISE Exemption Code: Business Phone: 954 372-6623 Rooms Seats Employees Machines Professionals 2 I For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.000.00 0.00 2.70 0.00 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: DENMAR CONSTRUCTION GROUP LLC 3180 NW 97 WAY Receipt #05A-15-00000303 SUNRISE, FL 33351 Paid 10/23/2015 29.70 i . 2015 - 2016 A�%�'U® CERTIFICATE OF LIABILITY INSURANCE DATE oi8o s 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: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endomeme s). PRODUCER MCAOINITecr Josephine Mansur Roe Insurance Inc. PHONE (727)376-0030IAJ No.(727)376-2262 9851 State Road 54 ADDRE SS:jo@roeins.cam INSU S AFFORDING COVERAGE NAIL 0 New Bort Richey FL 34655 INSURER A National Builders Insurance Company 16632 INSURED INsuRERBAmerican Builders Insurance Company 11240 Denmar Construction Group LLC INSURERC 3180 NW 97th Way INSURER D: INSURERE: Sunrise FL 33823 1 INSURER F: COVERAGES CERTIFICATE NUMBER:15-16 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. WSR I TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP L LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS MADE OCCUR PREMISES DAMAGE TO R occurrence) $ 100,000 GLP013662503 11/8/2015 11/8/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 N POLICY JE Q M LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Properly damage-sbrgle limit $ AUTOMOBILE LIABRITY COMBINED NGLE LIMIT $ Me ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per wddad UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I RETENTION s $ WORKERS COMPENSATIONg AND EMPLOYERS LIABILITY YIN STATUTE R ANY PROPRIETORIPARTNERIEXECUTIVEN!A E.L EACH ACCIDENT $ 100,000 B OFFICERWEMBER EXCLUDED? ® t7CV013666403 11/8/2015 11/8/2016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yyeess describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Add&Ional Remarks Schedule,may be attached B amore space to r+equtred) Workers Compensation applies to Florida operations only RE: DENMM CONSTRUCTION GROUP EDWIGE CLARK CGC1519531 CERTIFICATE HOLDER CANCELLATION (305)756-8972 FELICIANOJ@mi.ami.shoresvill SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shore THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami shores, FL 33138 AUTHORIZED REPRESENTATIVE Josephine Mansur/JM ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 r2otaolt Florida Building Code Online Page 1 of 1 a �f Z � datd SCIS Home ( Lag In User Registration Hot Topics (Submit Surcharge Stats&Fads Publications PBC Staff j MS Site Map Unks Search 3us'nes g Proessi ( Product Approval USER:Public User Regulation Product Approval Menu>Product or Aoollotion Search>Application List Search Criteria Refine Search Code Version 2014 FL# 10599.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications Type Manufacturer validated 8v FL10599- Revision Therma-Tru Corporation Ryan J. King, Approved R5 FL#. FL10599.1 P.E. History Model:a. "Profiles"and"Traditions"Series (813)787- Description. 3'0 x 6'8"Impact"Steel Single Door-Inswing or 8283 Outswing(X Configuration) Category:Exterior Doors Subcatego :Swinging Exterior Door Assemblies *Approved by DBPR.Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Convriaht 2007-2013 State of Florida.::Privacy Statement::Accesslblittv Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have arty questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click hare. Product Approval Accepts: 6666•• .� • • • 6666•• • • • • •• • 6666 • f e 6666•• 6666 6666•• y- • wG �'7 y1^ta. 660696 • • • aw: P � xrri. �; 'b;Kr. ;�°+. . 6666•• • •000 6666• 6666•• • • 6666• yk C •• •• on •• •00••• f w" • :90:6: • • �"r. "h A 4 �. • • • • 6666•• 000 1`Rl Nl; •• • • ••• • • L3 so 0 — -- — - QQT 415 I F r _ / I;11.11 (;T 1O (;OP 11'I IA JCF WITH AI_L FF_DFRAL I i �,rr �rll� �rill;l-FsnnrDllF(�t�tA1 Ones 0/5/2015 https://www.floridabuilding.org/pr/pr_app_lst.asp Florida Building Code Online Pagel of 3 t FMda5 hP^p eftentd BQS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fects Publications (FW Staff BdS Site Map Links Search Bus nes Proessi -Product Approval USER:Public User ARegulati®n I M Pradud Aoom%ml Menu>Pradud or Aooli®tion Search>Aoolication Llst>Application Detail � I #V >>` FL# FL10599-R5 "• Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rlckw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • • Evaluation Report-Hardcopy Rejeived• ••••• •••••• • 0 • e Florida Engineer or Architect Name who Lyndon F.Schmidt,P.E. ••••0• 000*0 ••e•:• developed the Evaluation Report 000090 0 • • Florida License PE-43409 •••••• Quality Assurance Entity National Accreditation and Managem%gieVi ute ; sees 0 e•0 0 Quality Assurance Contract Expiration Date 12/31/2018 000000 0 • 0 0;0 0• Validated By Ryan J. King,P.E. •••••• •..•.; 0.0000 R1 Validation Checklist-Hardcopy Received • •• Certificate of Independence FL10599 R5 COI Certificate Of Ind engft odf• :see*: • • • Referenced Standard and Year(of Standard) Standard Year• ASTM D1929 1996 ASTM E1300 2004 ASTM E84 2000 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgdYBJ2%2fN47... 10/5/2015 Florida Building Code Online Page 2 of 3 FL10599 115 Eauly OF STANDARDS.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/28/2015 Date Validated 02/02/2015 Date Pending FBC Approval 02/07/2015 Date Approved 04/15/2015 Summary of Products FL# Model,Number or Name Description 10599.1 a."Profiles"and"Traditions" 3'0 x 6'8"Impact"Steel Single Door-Inswing or Serles Outswing X Configuration) Limits of Use installation Instructions Approved for use In HVHZ:Yes FL10599 R5 II Inst 10599.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Reports Other:See INST 10599.1 for Design Pressure Ratings, FL10599 R5 AE Eval 10599.1.0f any additional use limitations,Installation Instructions Created by Independent Third Party:Yes and product particulars. 10599.2 b."Profiles"and"Traditions" 310 x 6'8"Impact"Steel Single Door with Sldelite- Serles Inswing or Outswing XO or OX Configurations) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10599 R5 II Inst 10599.2.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 10599.2 for Design Pressure Ratings, FL10599 R5 AE Eval 10599.2.odf any additional use limitations,Installation Instructions Created by Independent Third Party:Yes and product particulars.(Note-ASTM E1300-98 utilized for areas Inside the HVHZ 10599.3 c. "Profiles"and"Tradltions" 3'0 x 6'8"Impact"Steel Single Door with Sldelites- Series Inswing or Outswing OXO Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10599 R5 II Inst 10599.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports • • Other:See INST 10599.3 for Design Pressure Ratings, FL10599 R5 AE Eval 10549.3.Ddf :**Goo 0.0•• any additional use limitations,Installation Instructions Created by Independent TMr�Pari=y:Yes sees••• •• and product particulars. (Note-ASTM E1300-98 utilized • • • for areas Inside the HVHZ) •so:** •0•• ••••• 10599.4 d."Profiles"and"Traditions" 6'0 x 6'8"Impact"Steel Do o r-Inswing-or 0.0•; Serles Outswing(XX Configuratio •••• •• • • Limits of Use Installation Instructions •••• • •• 0000 Approved for use In HVHZ:Yes FL10599 R5 II Inst 10599Il9odi• • • 0:090 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schg j&,1.0E.43409•••• 0 0• Impact Resistant:Yes Created by Independent Third Party:Yes • Deign Pressure:N/A Evaluation Reports :00:0: • '• Other:See INST 10599.4 for Design Pressure Ratings, FL10599 R5 AE Eval 10599.4.)d► • • 1 seat* any additional use limitations,Installation Instructions Created by Independent Third Party:Yes0 ••00 and product particulars. • • • *so*: • 10599.5 e."Proflies"and"Traditions" 610 x 6'8"Impact"Steel Double Door with%c�?ite;- Series InswIna or Outswing(OXXO Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10599 R5 II Inst 10599.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 10599.5 for Design Pressure Ratings, FL10599 R5 AE Eva[ 10599.5.adf any additional use limitations,Installation Instructions Created by Independent Third Party:Yes and product particulars. (Note-ASTM E1300-98 utilized for areas Inside the HVHZ) https://www.floridabuildiniz.org/pr/pr_app_dtl.aspx?pazam=wGEVXQwtDgtfYBJ2%2fM7... 10/5/2015 Florida Building Code Online Page 3 of 3 Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32349 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Ikwnsees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455,F.S.,please click him. Product Approval Accepts: 09 FM RR M Seculi. Nam • • • •••••• •••• •••••• • •••••• •••• • •• ••••• • •••••• • • ••••• •• •• •• •• •••••• • • • • • ••••% •••••• • • • • • • • • haps://www.floridabuilding.org/pr/pr app_dtl.aspx?pazam=wGEVXQwtDgtfYBJ2%2fN47... 10/5/2015 . . ... . . . ... .. •. . . . .. .. . . . . . . . . . . . RMA �"�f• "i sf •• • • • • • •• • _w • IHE ITRU" THERMA TRU DOORS ••• ••• WENN 1 18 INDUBTRIAL DR., EDOCRTON, Otd 43517 •• • M4YAtD%i Fr—..--7px. " ROILES"& FTRADIT1ONS"SERIESH� "i�,''��jt�tp jt1l��o�,�`'�'�0* !-a3i�• ' O%3 Z S STEEL DOOR N INSWING/OUTSWING •• 'IMPACT" Z c ' Gt3�81AL PtOTFS a f. M prodW tuts been evacuated andbin compft=wHhff>e ft Eclftton fMI4)Fbfida trot Cade Pq strlrciud 1nt�uding ffra I Yeloctiy Nurrtcone I (ItYt{I). on t to bay rr owdd 2 Product artchats �as listed astd as sFDrvn detaib.Ara�embedmen � ar std be beyond vvg dressing ordueco. � s 3 Whm used In ffte"t#1 W ft produdcorrtptlwwith UCHM IM of#0 ftbo tkOft Code and does not IL requee an i to t'arr2rtng 0 1 ® X � 4. WtM used In crew ouldde of ffOIMWrequft v4nd borne debdbprotecPan fftb product corrvies wNh rill SeC r►109.1.2 of fft FBC and does nctregAe an>�d reditd covering.This pmdud meets rrtge vel`1Y ad lneiudw Wind Zone 4 as deftned It ASTM EM and Section 107.1.2.2 of the W- 5. For 2xdtud frar*gcwwkuc#m of these ur>its std be ft swm as that dwwnfor 2x buck construcibon. 6. Sft corstiitkrns ftrot devkde horn thedetclb of thb drawing require btwenghewbv antic*by a Bcensed enginearar o<cttt. 7. OubwyVcWgurafforuuftcoaddstliItem#31 Linder advedoom meetwderinf9h lon mqukements far�tY#t2". 69 8. hwbig eor>ggtmbm and mrt*tV contturollbnsuaft sMhms#18&#33undarffe ocffve door do not °e iB-a oo nwtffewaterbd rai I tsfarthe'Wft2.b swbV uiftshaAbehk Sed Jim the WM only In 12rt bRab*areas ar at locatk�protected by an averting orcarry such that ism ang"s ftre edge of cargW orovsd,argto sorb s#hon 45 P. When used In the WW steel mud be Protected as to FOC Seam ZMA. MMCFCONtSsBS SHWO QaCdPt1011 i & Wtw 2 fb r colts "SW +47.0 2/47/121 3 mm" _ N.T.S. 4 e� set+.M. JK m s cMu 04WING -53.0 sac se: US4 t and 2Kt t em. a xl rr y otrrsW#r#c� -50.0 Ft-10599.1 a a Moterlds� A 0 0 0 0 so 01 0 0 — EXTERIOR 000 0 Ilk 3 A aci,P) SYS I ♦ '��, ..Q.'r.,. 11 tilt 00 INTERIOR 369 MAX. DOOR PANELWDTH e HORUONTAL CROSS SECTION CC 0 1.66-1 Ar Q 0 1EXTERIOR INTERIOR 0. la ea H– pmid—pbm rd, � '70 Q 2 Ur z —1AT LAW . .......... 2 C5 a lrl�lz. .12 DAM 2127112 1'z N.T.S. a 4 WOOD HpVGE SIDE SIRE �ZWOOD DITCH SR1E SillE BY.. JK L am f�\VEIMCAL CROSS SECTION CHK W-—LFmS 2 omwm NO- FL-10599.1 sir 2 OF 8 IMMONSSERIEr EXTERIOR O ♦ A is • zo • O INTERIOR 36ff MAX DOOR PNS LWIDTH /-i-\HomourAL CROSS SECTION E0 El J d .66' 1.66 !OE MY EXTERIOR INTERIOR RAIL it V�P--WW &O-WUM.P.N. Ponca=pme V) z LI V) Ir DAM Aa7112 wAm- N.T.S. DMIBY. JK VERTICAL CROSS SECTIONWL LFFa S DROM W FL-I0599.1 0 • • .•• • • . .•. \s * /4 5 5 .. • • • • •• • •= � INTERIOR • . � .� • • • • • •• '• 40 10 IV • .• • • • • • • • n E 334Z� 1 2 4 v v 4 a §off 3 7 4 EXTERIOR e a 17 E 20 C $o E GI o a KL 5 5 1a/4 Mw. L o ° EMB.(TYP.) rc ° v 50 3 HOMOMAL CROSS SECDON a ° 27 40 4 Shawnw/lxsubbuck q 10 'Lam" INTERIOR INTERIOR 10 0 N U Z H ° sQ 8 EXTERIOR EXTERIOR 40 7 °a 8 > > g 50 ^'N a.o L L CCC ° .�f 20 20 ° . °y �0.1 0.155" D CSNK MNK onh 2/27/72 °z �') gyp') SMD N.T.S. 9 B C B mm Dr. JK m' EMB. � a EMB.ITYP.)MIN. E cxK sr: LFS 3 1 HORIIOMAL CROSS SEC710H HORROMAL CROSS SECTIONI-1/4 MBJ a:""wo"°° m M.Im'•) FL-10599.1 0 4 Inswfig cantigurallon 4 mh9 cordfguration o sm r_�L OF 8 a .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• • • ••• •••• • ••• •• • • •• • �\\\��f.••"""'• ,, /ice • • • • • • • • *a0• t •, � n ••• • ••• • ••• • may J .° _ < a ..d. •• ••• • • • • •.• .` e .4-' a ///JJJJl1* 2 . . . . . •. e • . . . . . • • • dam' e B e It C _ A C " 60 60d 40 ` I_ 40 19 7 T 8 EXTERIOR INTERIOR 8 EXTERIOR INTERIOR 60 EXTq10R INTERIOR 1 VERTICAL CROSS SECDON 18 2 VEIMCAL CROSS SECTION & 5 con6mmtk n 5 Shown w/lx subbUCk o a INTERIOR EXTERIOR ,... ° F 60 40 32 1 EXTERIOR INTERIOR N 31 33 60B�o � 4 VERDCAL CROSS SEC110N 40 N E 4 outswdng confla�eaflon 6\ E o� • requke—nts n D H 'f N ° D. 2 of N^Z n oat 2/27/ 12 i wA F, N.T.S. 9 /-3-'N VERTICAL CROSS SEC110N 5 VERTICAL CROSS SEMON mer Am NfIItrafton en ~ 5 5 8 aln nose 7 ohs 1 DRAW=w cm US 3 d � FL-10599.1 n sxsEr 1° 5 oG 8 e� . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... o • • •Ed • • • • • •• �n �idd • • • • • • • pg . e' �� ° • 1Ss • ••• ••• zWi . . . J. . . .r„ �a o %iYP.HEAD • • • • • •• • • ^ p ■z° &JAMBS •• • • • • • • • I E • MASONRY SEE HINGE — TYP.HEAD& — o 0 28 4, MASONRY OPENING DETAIL 1 OPENING JAMBS ~0 vZ c Kaca O K ala zc�i FRAME D o� z U —T 27 uj W� IC d :3 m z 2X BUCK SEE HINGE 2X ^BUCK Lj LATCH a DEADROLTDETAIL c DETAIL 2 F OUTSWING O 151 o aI INSWING a mm 9i v b•� V• I . v• • 4• 6• pa o Bao m x�o S BUCK ANCHORING HINGE JAMB FRAME ANCHORING STW JAMB _ Masonry 2X buck conshuciion o CONCRETE ANCHOR NOTES: 1.Concrete anchor Iocatiore at the comer may be adjusted to maintain the mfr. c H R edge dWcnce to mortar joints. a 2 Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the mIn edge distance to mortar jotMs,addftiortal concrete anchors L 9 9 N may be required to ensure the MAX.ON CENTAL"dfinenslons are not exceeded. �c n 3.Concreteanctiortable: IO N a O J Hchli:; CKOWO ::; >:;jNIN:;;:;;>:;i::h1 ;;CLQ iI YI ;:;KFtFF: IfR�4l JEI 10 10 N o Z :.i::•;v: :.:p.. .r.::.........v:> •�:. ....................... fJQ,OCUMCl......:i i:::T:i:L.:.......:i•::'::::�:::!i�::9:. ....:......:...::...: Et::::::•:::<::•.:•:::..,...aJC11Clk;:;?,>a cxse 2/27/12 i TAPCON " ::•:::::::1.1/4'::::::::. r a° 10 10 wA N.T.S. K m ULTRACON 1/4' 1-1/4 1' 4" 4 ooc er: LFS 3 WOOD SCREW INSTALLATION NOTE: DROM N' 1.Mafntaln a mWmum 5/B•edge distance,1•end distance,&I•o.c.spacfng of HINGE DETAIL 1 HINGE DETAIL 2 FL-10599.1 a wood screws to prevent the spf Wng of wood. m:ET 6 or 8 . . ... . . . ... .. .. . • . .. •. . • • ••• • • • • ••• • • • ••• • ••• n Iiii '•.. ».. �� o a3 m • • • • • • • • $q0i • 2• • • • ••• •• � 9 g SEE HINGE W W MASONRY TYP., p 28 \ d a DEiAp l _ OPENINGAMBS ' o U FRAME •® H � m� 27 z j 4'0 SEE E a HINGE IX BUCK R Uj LATCH RDEADBOLTDUAIL �o DEWL2 F OUTSWING O 0 h INSWING 1 •a •a C Z HWGEJAMB FRAMEANCHORBVG SMMJAMB 8 z o y Masonry 1X buck construction N CONCRETEANCHORNOTES: 1.Concrete anchor locations at the comers maybe adAfed to maintain the min.mH a edge distance to ortar job 9 9Z tf 2 Concrete anchor locations noted as MAX.ON CWW azust be adjusted to maintain the min.edge distance to mortar)ofnts,addHbncd concrete anchor 10 10 ^^ may be required to ensure the MAX.ON CENTER"dfinenslons are not exceeded. &Concrete an&"table: H H ^H a cr n : ::_i..._._................ .:.:,i:&:_i :i„...........}, ,r....... .....,.:, :,��.:'ii_.......'�.........�.. M N^ ....x . MOVE...: .... ... .. d.::S;� it i i ii Q; .L,",•,E„.,,t�tT,.,.,.•,,iiii 2/27/12 z :s:•;W:•::::::::.::::3116':::•:::::::::::1.11 :r.:::::: 3° srruF N.T.S. 9 TAPCON• 11V 1-1/C T •4 owa or JK 'm ELCO 1/4 1.1/4 1' 4 DR er: LFS 3 - ULTRACON HINGE DETAIL 1 HINGE WALL 2 WOOD SCREW B�,STALL417ON NOTES: ��M N- m 1.Maintain a rtdnlmum 3/B"edge distarroe,1"end dkfance,8 1"o.c.sparing FL-10599.1 °o of wood screws to prevent the spftft of wood. 9W 7 OF g a • • • • • • • • • • • • ••• • • • • ••• BILL OF MATENAIS • • e ••• • ••• \\'�.••'� • ��i a '. i,�y ITEM DESCRIPTION MATERIAL •i • ••s •� • •� i•• � * b = �; A IX BUCK SG r-0.55 WOOD B 2X BUCK SG>=0.55 WOOD ••• • ••• s ••• • %� m C MAX.1/4 SHIM SPACE WO00 %��.,,�y��«•.• ,,••••;:� m n XX PFH ELCO OR ITW CONCRETE SCREW E IMASO MASONRY 3,000 PSI MIN.CONCRETE ONFORMING TO ACI STEEL •• • • ••• •• ��pI'411 i````O\ > ECONCRETE • • • • •g • • • 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 •°'L • •• • z F 1/4 X 13/4 PFH ELCO OR ITW CONCRETE SCREW STEEL • • • • 8 z x e H 3/16'X 3-1/4 PFH ITW CONCRETE SCREW STEEL • i i• ` a I 1/4 X 2-1/4 PFH ELCO OR ITW CONCRETE SCREW STEEL I v d4T J 1/4X3-3/4°PFH 4.50- 4.563"ELCO OR ITW CONCRETE SCREW STEEL Fes--- K #8 X 2-1/2°PFH WOOD SCREW STEEL '? z° L #10 X 2-1 PFH WOOD SCREW STEEL81 G.W 18 a 1 DOOR SKIN;PROHLES STEEL SERIES 24GA .022°MIN. =48,470 PSI MN. STEEL IA DOOR SKIN:TRADITIONS STEEL SERIES 25GA .018°MIN.Fy=27,830 PSI MIN. STEEL 2 TOP RAIL WOOD 3 LATCH STILE WOOD Q 4 HINGE STILE WOOD 5 BOTTOM RAIL OMP. y 6 POLYURETHANE FOAM 1.91bs.DENS FOAM r 4563" 5.0 e 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 00 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4 X 4 HNGE A97°THK. STEEL — �;I o m 10 #10 X 3/4 PFH WOOD SCREW HINGE TO FRAM STEEL 17 PASSAGE LOCK-KWIKSETSIGNATURE SERIB STEEL o fes-236°--�I r=�.iT�x�r��S•'E� r;,a"max & A 18 THRESHOLD OUTSWING ALUM./WOOD s 19 HEADER JAMB WOOD 19 20 HEAD d SIDE � � DlSWI G 20 SIDE JAMB WOOD Jamb —27 DEADSOLT-KWIKSEr SIGNATURE (780) STEEL 27 LATCH STRIKE PLATE STEEL a 28 DEADBOLT STRIKE PLATE N 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD 3 0 z 32 DOOR BOTTOM SWEEP PVC z o rn s 33 INSWING THRESHOLD AWM.COMP. 1.918° =N 38 LOCK BLOCK WOOD 40 PROFILES SERIES DOOR-SEE PANEL DETAIL SHEET FOR DETAILS w 50 TRADITIONS SERIES DOOR-SEE PANEL DETAIL SHEET FOR DETAILS I_T a S z NOTE:WOOD DOOR COMPONENTS: PINE(SG>=0.42.) EyWEIP �a *4- 2 p oatE 2/27/12 Z N.T.S. 9 W&ar X m C Kc W. LFS ; FL-10599.1 m o 0 MW 8 OF 8 � e Florida Building Code Online Page 1 of 5 r a ��ry,�ItltII�H'�� iiwl i� a "'n �'�q��111�w^�fi ��I�P+kd3�k ��' til��a��i",uv�. � p� P•,� „E,M a ��la�� F�Oda' �18I�[fPlentof BCIS Home � Log In � User Registration � Hot Topics I Submit Surcharge I Stats&Facts � Publications � FBC Staff � BCIS Site Map I links �Search I Busnes Pr© ��$� Q-b, rl Product Approval f USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail ® FL# FL14991-R1 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbldgconsuitants.com • • 0000•• • • • 0000•• Authorized Signature Vivian Wright •••• : •••• •• rickw@rwbidgconsultants.com • • 9 0000•• 0000 0000•• • 000.90 • ••• • •99• Technical Representative 000060 �•• •• • • Address/Phone/Email 0000 • •• 0000• Quality Assurance Representative •• •• •• •• *Goes* 0000•• • • • Address/Phone/Email • • • • • 0000•• Category Exterior Doors • • • •••••• Subcategory Swinging Exterior Door Assemblies •o a •• *s o • • •• • Compliance Method P Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By Ryan 1. King, P.E. Irl Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM E1300 2004 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A https:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDquzRj59 o2fDlx2xv... 10/5/2015 Florida Building Code Online Page 2 of 5 Date Submitted 02/09/2015 Date Validated 02/11/2015 Date Pending FBC Approval Date Approved 02/17/2015 Summary of Products FL# Model,Number or Name Description 14991.1 a. "Traditions" 3'0 x 6'8"Impact"Steel Single Door-Inswing or 11 Outswing (X Conflguration) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 R1 C CAC 14991.1 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other:See INST 14991.1 for Design Pressure Ratings, FL14991 RI II Inst 14991.1.odf any additional use limitations, Installation Instructions Verified By: Lyndon F. Schmidt,P.E.43409 anis product particulars. (Note-Glazing meets ASTM Created by Independent Third Party:Yes E1300-04) Evaluation Reports FL14991 RI AE Eval 14991.1.odf Created by Independent Third Party: Yes 14991.2 b. "Traditions" 3'0 x 6'8"Impact"Steel Single Door with Sidelite- 11 Inswing or Outswing XO or OX Confl urations Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 R1 C CAC 14991.2 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 14991.2 for Design Pressure Ratings, FL14991 RI II Inst 14991.2.odf any additional use limitations, installation instructions Verified By: Lyndon F. Schmidt, P.E.434419 • and product particulars. (Note-Glazing meets ASTM Created by Independent Third Party: Yew•e s s• E1300-04) Evaluation Reports : .0. e e 69:9 FL14991 RI AE Eval 149".2.Def *see • Created by Independent-&Wix6li3ity: Yes*see* • ••;• 14991.3 c. 'Traditions" 3'0 x 6'8"Impact'Steel Sfi1g IR(or with Sid9lites- • • s sees Inswing or Outswing(OXO 9gjW Buration),• • e e Limits of Use Certification Agency Certillil"e • ••e Approved for use In HVHZ:Yes FL14991 RI C CAC 149910NAMI Cert.odf e • ee• Approved for use outside HVHZ:Yes Quality Assurance Contrast Ifipiration Date; Impact Resistant:Yes 03/31/2016 •s s• •• •• • see* Design Pressure: N/A Installation Instructions••••• • •• Other:See INST 14991.3 for Design Pressure Ratings, FL14991 RI II Inst 14911.3 pd: e e • e•;e any additional use limitations, installation instructions Verified By: Lyndon F. Sc�midt P.E.43409•••• and product particulars.(Note-Glazing meets ASTM Created by Independent hirdpoai : Yes E1300-04) Evaluation Reports •• • • ••• • • FL14991 RI AE Eval 14991.3.Ddf e•s• Created by Independent Third Party:Yes 14991.4 d. 'Traditions" 6'0 x 6'8"Impact'Steel Double Door-Inswing or 11 Outswing (XX Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 RI C CAC 14991.4 NAMI Cert.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other:See INST 14991.4 for Design Pressure Ratings, FL14991 R1 II Inst 14991.4.Ddf any additional use limitations, Installation Instructions Verifled By: Lyndon F. Schmidt, P.E.43409 and product particulars.(Note-Glazing meets ASTM Created by Independent Third Party: Yes E1300-04) Evaluation Reports FL14991 R1 AE Eval 14991.4.1)df Created by Independent Third Party: Yes 14991.5 e. "Traditions" 6'0 x 6'8"Impact"Steel Double Door with Sidelites- Inswing or Outswing(OXXO Conflguration)conflgurations up to 8'0 in height) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 R1 C CAC 14991.5 NAMI Cert.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.5 for Design Pressure Ratings, FL14991 RI II Inst 14991.5.odf any additional use limitations, installation instructions Verifled By: Lyndon F. Schmidt, P.E.43409 and product particulars.(Note-Glazing meets ASTM Created by Independent Third Party: Yes E1300-04) Evaluation Reports FL14991 RI AE Eval 14991.5.Ddf https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDquzRj 59%2fDrx2xv... 10/5/2015 Florida Building Code Online Page 3 of 5 Created by Independent Third Party:Yes 14991.6 f. "Profiles" 3'0 x 6'8"Impact"Steel Single Door-Inswing or 11 Outswing (X Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 R1 C CAC 14991.6 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other:See INST 14991.6 for Design Pressure Ratings, FL14991 R1 II Inst 14991.6.odf any additional use limitations,Installation Instructions Verifled By: Lyndon F. Schmidt, P.E.43409 and product particulars.(Note-Glazing meets ASTM Created by Independent Third Party: Yes E1300-04) Evaluation Reports FL14991 R1 AE Eva[ 14991.6.odf Created by Independent Third Party: Yes 14991.7 g. "Profiles" 3'0 x 6'8"Impact"Steel Single Door with Sidelite- 11 Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 RI C CAC 14991.7 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 14991.7 for Design Pressure Ratings, FL14991 RI II Inst 14991.7.1)df any additional use limitations, installation instructions Verified By: Lyndon F. Schmidt, P.E.43409 and product particulars.(Note-Glazing meets ASTM Created by Independent Third Party:Yes E1300-04) Evaluation Reports FL14991 R1 AE Eval14991.7.odf Created by Independent Third Party: Yes 14991.8 h. "Profiles" 3'0 x 6'8"Impact"Steel Single Door with Sidelites- 11 Inswing or Outswing (OXO Conflguration) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14991 RI C CAC 14991.8 NAMI Certlwf._ % Approved for use outside HVHZ:Yes Quality Assurance ContIct VairatiorMate ••• • Impact Resistant:Yes 03/31/2016 •• • •••• • Design Pressure: N/A Installation Instructions, .. • • • Other: See INST 14991.8 for Design Pressure Ratings, FL14991 R1 II Inst 1491 df •••• ones* any additional use limitations, Installation instructions Verified By: Lyndon F. S&MI317,1M.43409 •••• and product particulars.(Note-Glazing meets ASTM Created by Independent TDR,@fdrty: Yes•• • • E1300-04) Evaluation Reports ••••• a •••• •••• FL14991 R1 AE Eva[ 14991.-8_cldf • • Created by Independent Thirty Party:Yes*• • : •••• 14991.9 i. "Profiles" 6'0 x 6'8"Impact"Steel DQt4ble.Q%or-Insw[ni or • Outswing (XX Configuratios) • • •. Limits of Use Certification Agency Certificate ;*see* ••••• Approved for use In HVHZ:Yes FL14991 R1 C CAC 149:1.94UI Certbdf • Approved for use outside HVHZ:Yes •••• pp Quality Assurance Contract Expiration®ate • • Impact Resistant:Yes 03/31/2016 • • • Design Pressure: N/A Installation Instructions Other:See INST 14991.9 for Design Pressure Ratings, FL14991 RI II Inst 14991.9.odf any additional use limitations, installation instructions Verified By: Lyndon F. Schmidt, P.E.43409 and product particulars.(Note-Glazing meets ASTM Created by Independent Third Party: Yes E1300-04) Evaluation Reports FL14991 RS AE Evai14991.9.odf Created by Independent Third Party: Yes 14991.10j. "Proflles" 6'0 x 6'8"Impact"Steel Double Door with Sidelites- Inswing or Outswing(OXXO Conflguration) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14991 R1 C CAC 14991.10 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other:See INST 14991.10 for Design Pressure Ratings, FL14991 R1 II Inst 14991.10.1adf any additional use limitations, installation Instructions Verified By: Lyndon F. Schmidt, P.E.43409 and product particulars.(Note-Glazing meets ASTM Created by Independent Third Party:Yes E1300-04) Evaluation Reports FL14991 R1 AE Eva[ 14991.10.odf Created by Independent Third Party: Yes 14991.11 k. "Proflles" 3'0 x 8'0"Impact"Steel Single Door-Inswing or 11 Outswing (X Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 R1 C CAC 14991.11 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure: N/A Installation Instructions https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59 62fDrx2xv... 10/5/2015 Florida Building Code Online Page 4 of 5 Other:See INST 14991.11 for Design Pressure Ratings, FL14991 R1 II Inst 14991.1l.Ddf any additional use limitations, installation Instructions Verified By: Lyndon F. Schmidt, P.E.43409 and product particulars.(Note-Glazing meets ASTM Created by Independent Third Party: Yes E1300-04) Evaluation Reports FL14991 R1 AE Eval 14991.11.Ddf Created by Independent Third Party: Yes 14991.12 I. "Profiles" 3'0 x 8'0"Impact"Steel Single Door with Sidelite- 11 Inswing or Outswing(XO or OX Conflgurations) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 RI C CAC 14991.12 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other:See INST 14991.12 for Design Pressure Ratings, FL14991 RI II Inst 14991.12.odf any additional use limitations, installation instructions Verified By: Lyndon F. Schmidt,P.E.43409 and product particulars.(Note-Glazing meets ASTM Created by Independent Third Party: Yes E1300-04) Evaluation Reports FL14991 R1 AE Eval 14991.12.Ddf Created by Independent Third Party:Yes 14991.13 m. "Profiles" 3'0 x 8'0"Impact"Steel Single Door with Sidelites- 11 Inswing or Outswing(OXO Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 RS C CAC 14991.13 NAMI Cert.odf .Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other:See INST 14991.13 for Design Pressure Ratings, FL14991 RI II Inst 14991.13.Ddf any additional use limitations, Installation Instructions erifled By: Lyndon F. Schmidt, P.E.43409 and product particulars.(Note-Glazing meets ASTM Created by Independent Third Party: Yes E1300-04) Evaluation Reports FL14991 R1 AE EVal 14991.13.Ddf • • Created by Independent Third Pa : Ye ••••• •••• 14991.14 n. "Profiles" 6'0 x 8'0"Impact"Steel D ylil or-InsW",pr11 •• Outswing (XX Conflguration • • • Limits of Use Certification Agency CejtjfJ tg Approved for use in HVHZ:Yes FL14991 R1 C CAC 1499q.14 AMI Cert.j ; •••s Approved for use outside HVHZ:Yes Quality Assurance Cont;gJd1t4ftlratioD at8g • • Impact Resistant:Yes 03/31/2016 •••• • •• • ••• Design Pressure: N/A Installation InstructiorWo••a• • • • :••• Other:See INST 14991.14 for Design Pressure Ratings, FL14991 RI II Inst 14991.!4. !If • • • any additional use limitations, Installation Instructions Verified By: Lyndon F. Sc i , P.E.4340f3• •• • ••:• and product particulars.(Note-Glazing meets ASTM Created by Independent jMAdPP6:ty:Yes • • E1300-04) Evaluation Reports • • • • 91190% FL14991 Rl AE Eva[ 14591.l4.Ddf •••••• Created by Independent ihird•Party: Yes Ne • 14991.150. "Proflles" 6'0 x 8'0"Impact"Steel Double Door witRrPlitjs- Inswing or Outswing(OXXO Conflguration) Limits of Use Certification Agency Certlficate Approved for use In HVHZ:Yes FL14991 RS C CAC 14991.15 NAMI Cert pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure: N/A Installation Instructions Other: See INST 14991.15 for Design Pressure Ratings, FL14991 Rl II Inst 14991.15.odf any additional use limitations, Installation Instructions Verifled By: Lyndon F. Schmidt, P.E.43409 and product particulars.(Note-Glazing meets ASTM Created by Independent Third Party: Yes E1300-04) Evaluation Reports FL14991 R1 AE Eval 14991.15.odf 11 Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with anemail address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. 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Product Approval Accepts: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx2xv... 10/5/2015 Florida Building Code Online Page 5 of 5 SS;'I.'l11'1o1FTIi1C\ '0 � DODO•• • • • DODO•• •• • DODO • DODO•• DODO :DODO: • DODO•• • DODO•• 0000 •• O • O DODO • •• 00 • • OD •O •• •• •D••:• OD•••D • • • • :Do.:. • 0000•• • • • DODO•• • • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx2xv... 10/5/2015 NOTICE OF PRODUCT CERTIFICATION tGCgCERTIFICATION NO: NI005312.01 DATE: 03/22/2012 CERTIFICATION PROGRAM: Structural COMPANY: Therma-Tru CODE: T-052-1 To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertifiication.com 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 NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tru Corporation "Traditions Series" 118 Industrial Drive In-Swing& Out-Swing Edgerton,OH 43517 Opaque Wood Edge Steel Door Configuration: X Frame: W-953mm(37.5") H-2Q83my1(82.0"�••••• .••. • • • Panel: W-915mm(36.00") H-2qL�.%>p479.25"j e• e• •••• • sees•• • :*so • SPECIFICATION PRODUCT RATING- goose. . .... TAS 201/202/203-94 Design Pressure=+67A407ep4f ••• •' •••' • Large Missile Impact:tAC84 • • sees • Wind Zone 4-Missile revel f) ;•• •• Qualifies Configurations: • • •••• • •• • s Product Tested By: ETC, Inc. Report No: ETC 01-741-10622.0 Expiration Date: March 31,2016 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 -a f �n THERMAITRU THERMA TRU DOORS ',, aW„ 1 18 INDUSTRIAL DR., EDOERTDN, DH 4351 7 -I� •• �� j>�' \ �i1 OVL WIDTH �mZp STEEL DOOR N m n€INSWING/OUTS WINGLLJ "IMPACT" a z GENERAL NOTES Z O =� o 1. This product anchoring drawing has been developed in complfiance with the 5th Edition(2014)Florida Building Code(FBC) F W Including the`High Velocity Hwdcane Ione"(HVHZ).Seethe Certification Agency Certificate for slim,specifications and w = ? ratings. W LOU ® 2 Product anchors shag be as listed and spaced as shown an detass.Anchor embedment to base material shag be beyond wag � dressing or stucco. �,� � o w pW 3. when used In the"HVHr the opaque dam complies with motion 1626 of the FBC and does not require an impact resistant O p &I a covering. 4. When used In areas outside of the imr requiring wind borne debris protection,the opaque door complies with Section ri 1609.12 of the FBC and does not require an impact resistant covering.This product meets missile level°D°and Includes wind �3 Zone 4 as defined In ASTM E 1996 and Section 1609.122 of the FBG 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown For 2x buck masonry consfruction. aN N 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or w _o registered architect. 7. Outswing configurations using coastal sig item#39 meet water infiltration s requirementsfor°HVHP. � m 8. Iruwtng configurations and outs%ft configurations using sill Item#31 do not meet the water intgtration requirements for the a a HZ°and shall be Installed only in non-habitable meas or at habitable locations protected by an overhang or campy such � o that the angle between the edge of canopy or overhang to sill is sless than 45 degreesa 9. When used In the"HVHZ,steel must be protected as specified in FBC Section 2222.E• ••• • • • • • •• _ Ld 8 • • • • • a o iAB1E OF CONIUM • • •• i i i•i •• � v o SHEET# DESCRiPDON — m • • • • • • • • v. l+t t3a' ..: ice ; o c 1 Typical elevations,design pressures 8 general notes •• •• • • • •• ---- z 0 2 Door panel details INSWING 37.50'x 82.00" +67.0 -67.0 ATE 03/13/12 Z 3 Horizontal cross sections sur N.T.S. 9 2 4 Vertical cross sectionsOUTSWING . •.• . ••• 37.50"x 80.50" +55.0 -67.0 DWG.BY: JK m' 5 Buck and frame anchoring-2X buck masonry construction ••.construction • • • • • • • (w/low profile bump threshold) CM ft. LFS 6 Frame anchoring-1 X buck masonry construction • • • • OUTSWING ; •• • • • • • : : :. 37.50"x 80.50" +67.0 -67.0 DFAWM N04 a 7 BID of Materials 8 Components • • • • • (w/high dam bump threshold) FL-14991 1 a a SIF<EEEr Or ] N ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .,``,111111........... EXTERIOR43 7-7 ►/* V4 ^Z 42 �A E 9a INTERIOR \(� a d a VLL tatC� 36.WMAX Vq DOOR PANEL WIDTH 1 HORIZONTAL CROSS SECTION J t 11 2 2 2 � �$ � z� INTERIOR M o e U1 I wu EXTERIOR g -111 O � az roP Ran ,� Larcx STILE _ � N V) D WLA O 4C DOOR PANEL 1� � Z • • • • ••• • • • r2 VERTICAL CROSS SEC110N -0 0 •• ••• •• • • .• 2z a HINGE STILE BOTTOM RAIL DATE 03/13/122 MALL, i N.T.S. ° • ••• • ••• • ••• awc.BY. JK m' • • • • • • • cNic BY. LFS 3 NOTE:DOOR WOOD COMPONEMS: PINE ISG>=0.42) • •• • • • • • •• FL-14991.1 SHEET 2 OF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rl—'Y 2 E . 4 4 9 H -i D 10 ® ® INTERIOR 11 " \y. '1 °z 0 9d.� v 0:IL EXTERIOR 8z 2)3g 40 7 a 3 B 17 3 ov 2 a pt �F C A �w m N" W f Cr, D 1-1/4"MIN. E EMB.PP.) r 4 5 3 HORIZONTAL CROSS SECTION D C 4 4 4 3 Shownw/ix sub-buck & 9 27 � g K m °4 INTERIOR INTERIOR 11 10 ° o N 4 ° W _N O °° N i 4 7 EXTERIOR EXTERIOR {a > 4�' h 0 g � 7 oeonoM► = Z a < 8In Lj 20 • • • • • • • • • 4 0¢ • •• • • • • ••• • 2D N� D L o.ts • • • • • • . • • _ •i ••• •• • • • •• — rJ CSINK 0'15" L ° 4 DAn:03113112 m CSI2 1-1/4'"MIN. B (TYP.) P� C B scaE: N.T.S. EMB.(TYP.) • ••• • ••• • ••• Dn.BY. JK m' 1 HORIZONTAL CROSS SECTION : • : : • •• • E auc BY.. LFS 3 I-1/4"MIN. ow�wwc No,: rc $ Inswing configuration •• • • • • • • • • 2 HORIZONTAL CROSS SECTION r • •• • • • • • •• 3 Inswing configuration Be.(TYP•) FL-14991.1 ••• • ••• • • • O d sir 3 of 7 ••• • • • • ••• • • • •• •• • • • •• •• 10 IL E • =�m D E o no m z° >p '� Cl N•• 8 J o o xiv !3 L N a id 'to'TL A C V vZ INTERIOR EXTERIOR : 40 40 " 14 7 rnza 19 oU� 8 7 z 8 7 39 INTERIOR EXTERIOR 8 �o INTERIOR EXTERIOR z iw �y VERTICAL CROSS SECTIONp E VERTICAL CROSS SECTION y 4 Inswing configwcrfion v > e 4 Shown w/1Xsulrtruck oI 0 a INTERIOR EXTERIOR ° m INTERIOR EXTERIOR V �VERTICAL CROSS SECTION At 4 Outswing conftguratlon N v see general notes,sheet 1 $ '� for"HVHZ°waterinfiltrafion 40 w o requirements 7 z _ �L z 31 o �m E F E ° o em • •• • • • • ••! • �0 = ani •• •00 •• • • • •• Z ZO omc:03/13/12 i FN.T.S. an 3 VERTICAL CROSS SECTION �,� or.BY: JK m' q Inswing configuration • ••• • ••• • ••• 4 1 VERTICAL CROSS SECTION see general notes,sheet 1 • • • • • • • • • 4 Outswi coni anon EPMW� LFS a for"HVHT'WaterinfWation • • • • ! • • see enerai notes sheet 1 0 "o'` N m requirements •• • • • • • • • • g FL-74991.1 o • •• • • • • • •• for°HVHT'water infiltration13 • • • requ7ements sir_�L or 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • 1-4 7yyy � J 000 - aa.. o$zv E D _ _ P � 5 g R° MASONRYiYP.HEAD MASONRY TYP.HEAD N ° a '0 a`. OPENING &JAMBS OPENING 8 JAMBS o z col D: _' N2 �O FRAME uj O o V ap UZ �C; 2X BUCK �w m 2X BUCKS o F o 0 0 >> s � a m Z O BUCK ANCHORING STRIKE JAMB FRAMEANCHORINGv CONCRETE ANCHOR NOTES: Masonry 2X buck construction HINGE JAMB o 9 1.Concrete anchor locations at the comers may be adjusted to maintain the min. ti J edge distance to mortar joints. 2. Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 0 ti maintain the min.edge distance to mortar joints,additional concrete anchors o may be required to ensure the MAX.ON CENTER"dimenslon are not exceeded. 28 9 z 3 Concrete anchor table: •• ••• • • • • • •• w B • . AM NOR MIN, ` • • •• •• •• •• • • • K K Nt42AN•COR . •i • i i i i••�DMCW.S1Ff EM8£DM£N� 0uTYPE 0 Z ANCNJR m TAPCON® �/� T"T/� 2" 4' DAM 03113112 i ELCO SCALE: N.T.S. • ••• • ••• • ••• 27 DM.BY: X m' 1/4" 1-t/4" 1" ULTRACON 4" • • • • • • • • • cm Br: LFS ; WOOD SCREW INSTALLATION NOTES: • • • • • • • I •• • • • • • • • • DRAW=No.: C 1.Maintain o minimum 5/8"edge distance,1"end distance,8 1"o.c.spacing of • •• • • • • • •• HINGE DETAIL LATCH 3 DEADBOLTDETAIL FL-14991.1 N a wood screws to prevent the splitting of wood. 4o: •• • ••• • • • a SHEEP S OF ] ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •4 0.1 10 zo Cox( • .: JN : v o oil MASONRYiYP.HEAD r t§ 9 d o a OPENING JAMBSN ", 2 d`a S14z ° o v FRAME 28 U T = 0 XV in � 0:� 2h 1X BUCK Of G � oU IZi Wu f U FvWi Ido 27 W I 7 a2 G LATCH b 0EADB0LT DETAIL a a STRI u a KEJAMB FRAME ANCHORING HRIGEJAMB9 w o CONCRETE ANCHOR NOTES: Masonry 1X buck construction LA n 1.Concrete anchor locations at the comers may be adjusted to maintain the min. a o edge distance to mortar joints. 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 0 0 a maintain the min.edge distance to mortar joints,additional concrete anchors j c may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. z 3 Concrete anchor table •• ••• • • • • • •• ^W m A Yt-HOR ANC-Wk MIN. NCflV.,C4 %ft ltllGi; MIN CLEAkAIY >> i •i ••• i i i i i i o ° TO:MAswy- fF ADfACEI� • •• • • ••• • a ° SPE ;SI2E1N8tDM�NI • • • • • • • • • HINGE DETAIL _p m z •• ••• •• • • • •• o z n TAPCON® 1/4" 2" 4" oATe 03/13/12 m z n. ITW scAv:: N.T.S. ° TAPCON® 3/16" 1-i/4" 3" 1-1/2" • ••• • ••• • ••• oxa.BY. JKIE m' • • • • • • • • • WOOD SCREW INSTALLATION NOTES: • • • cim a+: LFS• • • • ; 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c. •• • • • • • • • • oMWNG Na: a • •• • • • • • •• FL-14991.1 spacing of wood screws to prevent the splitting of wood. ••• • ••• • • • c dstir 6 ov 7 ••• • • • • ••• • • so • • • • • • • • • • • •• •• • • • •• •• ••• • • • 666 6 • >�'.... ITEM DESCRIPTION MATERIAL Of MATERIALS - '�i��,, *...•� ',,`�� MATERIAL A I X BUCK SG>=0.55 o I o�� qq fill' l l' WOOD I+— $ .. B 2X BUCK SG>=0.55 WOOD ` v X o i{ C MAX.1/4 SHIM SPACE WOOD HEADaSIDE Q` a �o 19 20 Jamb d 0 D 1/4"X 2-3(4"PFH ELCO CONCRETE SCREW STEEL N "j m d a E MASONRY-3000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE z° 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F 1(4':X1-3/4"ITW CONCRETE SCREW STEEL 14 G 3/16"X 3 1/4"PFH ITW CONCRETE SCREW STEL 2 H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL I Ile X 2-1/4'PFH ITW CONCRETE SCREW STEEL J I(4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL K #TO X 7'PFH WOOD SCREW STEEL L #10 X 2-1/T PFH WOOD SCREW SQL 4.625' �{ t sooty 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIPFOAM %ZBUMPFACETHRESHOLDLOWPROFlLE � o� 9 4"X 4"HINGE.097'THK. STEEL 10 #10 X 3/4"PFH WOOD SCREW(HINGE TO FRAME) SQL a m 11 #10 X 1"PFH WOOD SCREW STEEL oI 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 575" a 19 HEADER JAMB(SG>=0.42) WOOD ,y 20 SIDE JAMB SG>=0.42 WOOD m 21 DEADBOLT-KWIKSETSIGNATURE SERIES 780) STEEL I 27 LATCH STRIKE PLATE STEEL L 28 DEADBOLT PLATE STEEL 2 31 BUMP FACE THRESHOLD LOW PROFILE ALUM./WOOD $ N 32 DOOR BOTTOM SWEEPPVC3 SELFADJUSHNGSADDIPTHRENOiD o 33 SELF ADJUSTING SADDLE THRESHOLD ALUM.OMP. LA 39 HIGH WATER DAM THRESHOLD ALUM. 40 STEEL DOOR-SEE DOOR PANEL DETAIL HEET R DETAILS o LL 41 DOOR SKIN;25GA.(.018"MIN.Fy=27,830 PSI MIN.) STEEL �-u 42 TOP RAILo COMP. 43 LATCH STILE 4.f„MW WOOD °a 44 HINGE STILE O D 236" m Li -3 45 BOTTOM RAIL • • OOMP.• i i ••• o 46 POLYURETHANE FOAM(BASF,1.91DS.DENSITY) • %: •• N m O n • • • • • • • • • d z n l DATE 03113112 i L Scup: N.T.S. ° 2 Cwc.BY-. JK m' • ••• • ••• • ••• �1 HIGH WATER DAM iHRESHOiD • •• • • • • • s• FL-14991.1 a _ sir 7 OF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry + C P.O.Box 236 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Atdhorivation No.9813 Product Sub Category Manufacturer Category Product Name Swinging Therma Tru Corporation "Traditions" Exterior Exterior Door 118 Industrial Dr. Steel Door Doors Assemblies Edgerton,OH 43517 Inswing/Outswing Phone 419.298.1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F.Schmidt, P.E.(System ID# 1998)for Therma Tru Corporation based on Rule Chapter No.61G20-3,Method 1A 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. Umimtlons: 1. This product evaluation drawing has been developed in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ).See the Certification Agency Certificate for sizes,specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beftW,49jI dressing or stucco. ••• • ••••�• 3. When used in the"HVHZ"the opaque door complies with section 1626 of the Florida Building Code ar1c��$es not requ4rg1•impact •• •••••• resistant covering. 4. When used in areas outside of the"HVHZ"requldng wind borne debris protection,the opaque door complies with Seelion 3609.1.20?•'•: the FBC and does not require an impact resistant covering.This product meets missile level"D"and tric4A"Wind 22)n&,OJs defined... in ASTM E1996 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 buclerfiaftry constittlidrt. •••••• 6. Site conditions that deviate from the details of drawing FL-14991.1 require further engineering anjlys9 IV a lic2nsed•engine%r gr.':• registered architect. • *••••• • • 7. Outswing configurations using coastal sill item#39 meet water infiltration requirements for"HVHZ". ••.• : . 000 ;"••; . S. Inswing configurations and outswing configurations using item#31 do not meet the water infiltration requirements for A!"H;H2"' shall 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 canopy or overhang to sill is less than 45 degrees. 9. When used in the"HVHZ",steel must be protected as specified in FBC Section 2222.6. io. See drawing FL-14991.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ETC 01-741-10822.0 TAS 201,202,203-94 ETC Laboratories Joseph L.Doldan,P.E. 2. Drawing No. Prepared by 4�®ca� ea�ea�d Signed&Sealed by No.FL 14991.1 RW Building Consultants, Inc.(CA#9813) @°©° ".y r a' ©goon® Lyndon F.Schmidt,P.E. 3. Calculations Prepared by �� `gym•^��E fJ ®'�® Signed&Sealed by Anchoring RW Building Consultants,Inc. (CA#9813) o 3 a °a ��Lyndon F.Schmidt,P.E. OF -3 STA1 1px �% Lyndon F.Schmidt,P.E. FL PE No.43409 2/6/2015 Sheet 1 of 1 • f M'®20AW MIAMI-DARE COUNTY4 PRODUCT CONTROL SECTION ' _ DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .m in rot r Tralite Window&Door Solutions,LLC 8130 NW 74u'Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- 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 testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA 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: Series"Exterior Glazed"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W06-84,titled`Exterior Glazed Alum.Fixed Window. (L.M.I.)",sheets 1 through 5 of 5,dated 12111/06,with revision C dated 11/18/11, d b Al-Faro Prepared Y al Corporation,signed and sealed by Javad Ahmad,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 • 6 FLING: Each unit shall bear a permanent label with the manufacturer's nate gj-Wo. 6..66 city,state, •••°;• model/series,and following statement: "Miami-Dade County Product Control Apj,'r8vej",unlWoUerwise •. noted herein. 06:6• 0066 •6.00• 6660• RENEWAL of this NOA shall be considered after a renewal application has been and there lies bees.• • no change in the applicable building code negatively affecting the performance of eheVroduct. 6••• ...••• •00000 • • 6660• TERMINATION of this NOA will occur after the expiration date or if there had 6;0*a revisi* *ehan"0:••• in the materials,use,and/or manufacture of the product or process.Misuse of thir*NQA as an en&rsement of any product,for sales,advertising or any other purposes shall automatically tekminate this HOAR Failum•... to comply with any section of this NOA shall be cause for termination and removpl oj%10A. • 0••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade taun%-•Pld�ida, 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 revises and renews NOA#10-0804.08 and consists of this page 1 and evidence pages E-1,E-2, and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. n uNr1 NOA No.11-1213.08 •••• ;". Expiration Date: December 13,2016 Approval Date: February 02,2012 Page I t e� Q t 0 a 0 0 0 a so 0,00 0000•• 00 •• •• • • 000000 •f ••• i r, •• •v. � e,v •��i• J Trume Window&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06-84,Sheets 1 through 5 of 5,titled"Exterior Glazed Alum.:Fixed. Window(L.M.I.)",dated 12/11/06,with revision C dated 11/18/11,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 2 mulled fixed frame windows,O-O configuration,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-6600,dated 08/30/11,signed and sealed by Marlin D. Brinson,P.E. (All test reports below submitted under previous NOA #01-0102.05) 2. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum arch fixed window(3/16"temp), prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-1174A, dated 10/19/00,signed and sealed by Arshad Viqar,P.E. 3. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 :060:0 along with installation diagram of an aluminum rectangular fikid jindow 13/16"anh)9,•:' prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-JA74B, •••;;• dated 10/19/00,signed and sealed by Arshad Viqar, P.E. ••• •• ...... 4. Test reports on: 1)Air Infiltration Test,per PA 202-94 .0090 •. •. 0 • 2)Uniform Static Air Pressure Test,Loading pff):A 20%-9r. •• •. 3)Water Resistance Test,per PA 202-94 •..•.: ....•. along with installation.diagram of an aluminum rectangular 4xe4*ndow(3/16" • temp),prepared by Hurricane Engineering&Testing Inc.,Report No. 09000. HETI-00-1174C,dated 10/19/00,signed and sealed by ArsQARar,PSE.• :•••• 5. Test reports on: 1)Air Infiltration Test,per PA 202-94 0 0' • 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum rectangular fixed window(3/16" temp),prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1174D,dated 10/19/00, signed and sealed by Arshad Viqar,P.E. Manuel Pereo F.E. Product Contro miner NOA No. l -1213.08 Expiration Date: December 13,2016 Approval Date: February 02,2012 E-1 . 1 Trulite Window &Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CoNnNupm) (All test reports below submltted under previous NOA #01-0102.05) 6. Test reports on: l)Large Missile Impact Test per SFBC,PA 201-94 :r 2)Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with installation diagram of an aluminum rectangular fixed window(lam 3/16" HS),prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-907A, dated 12/06/00,signed and sealed by Arshad Viqar,P.E. 7. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 along with installation diagram of an aluminum fixed rectangular window(lam 3/16" HS),prepared by Hurricane Engineering&Testing Inc.,Report No. HETI-00-1162,dated 12/6/00,signed and sealed by Arshad Viqar,P.E. 8. Test reports on: 1)Large Missile Impact Test per SFBC,PA 201-94 2)Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with installation diagram of an aluminum fixed rectangular window(lam 3/16" HS),prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-907B, dated 12/6/00, signed and sealed by Arshad Viqar,P.E. 9. Test reports on: 1)Large Missile Impact Test per SFBC,PA 201-94 2)Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with installation diagram of an aluminum fixed arch window(lam 3/16"HS), prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-004LQ,.dated••••• 12/6/00,signed and sealed by Arshad Viqar,P.E. 10. Test reports on: 1)Air Infiltration Test,per PA 202-94 ...... •....• •..,;• 2)Uniform Static Air Pressure Test, Loading►per-PA 202-94 ;••••; 3)Water Resistance Test,per PA 202-94 •***'. :'. •. • along with installation diagram of an aluminum fixed rectang ,yindov j(JI16"anjo;;0- prepared by Hurricane Engineering&Testing Inc., Re Part Not wTI- 026 ,dated.... 12/6/00,signed and sealed by Arshad Viqar,P.E. :••;•: •' (Submitted under previous NOA #01-0102.05) so 908096. 11. Test reports on: 1)Large Missile Impact Test per SFBC,PA W-914 • ;••••; 2)Cyclic Wind Pressure Loading per SFBC,PA 203-94. along with installation diagram of an aluminum fixed arch window(lam 3/16"HS), prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-917,dated 12/6/00,signed and sealed by Arshad Viqar,P.E. 12. Test reports on: 1)Uniform Static Air Pressure Test,Loading per PA 202-94 along with installation diagram.of an aluminum fixed rectangular window(1/8"ann), prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-00-915,dated 12/6/00,signed and sealed by Arshad Viqar,P.E. Man el Pe .E. Product Control xa ner NOA No.11- 13.08 Expiration Date: December 13,2016 Approval Date: February 02,2012 E-2 Trulite Window &Door Solntions�LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,prepared by Al-Farooq Corporation,dated 03102/09 and revised on 12/05/11,signed and sealed.by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05"issued to Solutia,Inc. for their°`Saflex and Vanceva clear and color interlayers"dated 05105/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance complying with FBC-2010 and of no financial interest,dated December 7,2011,signed and sealed by Javad Ahmad,P.E. 2. Florida Dept of State, listing of Trulite Window&Door Solution,LLC (Foreign Limited Liability Co.),managed by Arch Intermediate Holding,LLC,Tamarac, Fl., dated 02/03/10 3. Certificate of registration of name change from"Trulite Residential Windows,LLC" to"Trulite Window&Door Solution,LLC"issued by State of Delaware on 17/10/11, signed by J.W. Bullock. ••• • 4. Certificate of registration of name change from"Arch Windou^OLLC"to.Tagite .' Residential Windows,LLC"issued by State of Delaware on 07MV11,siglsed by J.W?•• • Bullock. 0000" ' • ' 5. Florida Dept of State, listing of Arch Window LLC ! ep g (Foreign�,ii�ttd Li;W&Co.);**•*• managed by Arch Intermediate Holding, LLC,Tamarac,Fl.(tsftred f rem file# 1.4••.' 0930.07). of •• •• •• •••••• 6 Certificate of registration of Arch Windows,LLC (Delaware}tri Kite of Florida dated; • 02/04/10,managed by Arch Intermediate Holding,LLC(transferred froii�'# 10-. 0930.07). ..' 0 000 00000. G. OTHER 1. Notice of Acceptance No. 10-0804.08,issued to Arch Windows,LLC dba AWP for their"Exterior Glazed Aluminum Fixed Window—L.M.I.",approved on 11/24/10 and expiring on 12/13/11. -'�wawa"I u, Manuel Per Product Control Exa . r NOA No. 11-1213.08 Expiration Date: December 13,2016 Approval Date: February 02,2012 E-3 WINDOW WIDTH FALSE MUNTINS m ti w (SURFACE APPLIED) gzr a of MAY BE USED A m F a 4a OG c ;i c ii ii ii V � N =__i,—._ --. 0 ii It O a Q ii I1 d n u� If IL z aE -_—_--- II 11 1tn WINDOW WINDOW z ii II ii WOTH f - r If . J 11• - ------.�-__---- N I IfIf If t1 1t L 38 120 MAX. S' MAX. WINDOW WIDTH www WIDTH HEW/SILL HEAD/SILL � � ^� r, �� Vi� CORNERS I ! I I IYPLCAL ELEVATIt� N o o J I I -- - w OR EXTERIOR GLAZ":D ALUMINUM _I+'IXED �PINDOti1T ••• •• --' *G o o ...... APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 0 0 1 • W1NDow WIDTH COMBINATIONS OF FIXED/FIXED OR FDO=D W17H OTHER •••• W OW Wm WINDOW WIDRFI Fall—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY � ..' L(D— WILL APPROVED MULL IONS IN BETWEEN.LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL APPLY TO ENTIRE SYSTEM. goo go: DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTSSHOWN ON SHEET 2._ i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m R REQUd B"TS OF THE CURRENT FLORIDA MUM CODE MIJUDING HCH VELOC." WINDOW WIDTH WINDOW 'AH BOTH WINDOW WIDTH HURRICANE ZONE (HVHZ). THEA WINDOWS ARE RATED FOR LARGE a$ SMALL MISSILE FACT. r WOOD MXXS BY OTHERS. MUST BE ANCHOR PROPERLY TO T?ANSFER SHUTTERS ARE NOT REQUIRED. — _ LOANS TO THE STRUCTURE r — I ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS : ;1V A - ' 1 I I r if — F_MBEDMFm TO BASE MATERIAL SHALL'BE BEYOND WALL DRESSING OR STUCCO. •'�I • ta�dyin�wililil�0>F � .r�, r y � FLX PE 70592 {�� •, , ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS oAp' s NoOp ARE NOT PART OF THIS APPROVAL. � A LOAD DURATION INCREASE 6 USED IN DEAN OF ANCHORS INM WOOD ONLY. ALLOWABLE LOADS FOR AL.TERNArE SFIAI'ES AS SHOWN ABOVE OR SIMILAR CAN BE MATMIALS MCLLDING BUT NOT LIMITED TO STEEL./MErAL SCRL--Yips, THAT COME INTO ' � drawing no. VERIFIM 8Y INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS CONTACT WITH OTHER DISSIMILAR MATERIALS SHAH MEET THE REQUIREMENTS W06—$4 SHOWN IN WrrED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES, OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.$. — -" aheet 1 of 5 DESIGN LOAD CAPACITY -- PSIS D=GN LOAD CAPALTI.'Y - PSF - DEMON LOAD CAPACITY - PSF 404y r GLASS TYPE 'A' {PLASS TYPR 'B' GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' GLASS TYPE 'B' [(a 1 WI1100W DIh[S. ANCHORS TYI E A ANCHOFS TYPE A ANCHORS TYPIC Ii WINDOW DIUS. ANCHORS TYPE 'A ANCHORS TYPE A ANCHORS TYPE B WINDOW DINTS. ANCHORS TYPI1 'A' ANCHORS TYPE A ANCHORS TYPE '8' c . , . . . . 3 WIDTH LENGTH EXT. (+) IMT. (--) EXT. (+) INT, (-) EXT, (+)I INT. (-) WIDTH LENGTH EXT, (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. C-) WIDTH LENGTH EXT. (+) IMT. (-•) EXT. (+) INT. (-•) EXT. (+) INT. <-) a � ., 99-1/8" 70.0 70.0 65.0 85.0 85,0 63.0 18" 700 _700 854 65.0 65.0 65.0 18" _70.0 70.0 85.0 650 65.0 850 26-1/2" 26" 70.0 70.4 68A 85.0 85.0 24" 70.0 70.0 65.0 65.0_ 65.0 85.0 24' 06.8 56.6 65.0 650 65.0 55.0 Q � n 37" 70.0 70.0 6&0 65.0 65.0 05A 30" 70.0 70.0 85.0 65.0 85.0 650 30' " 47.2. 47.2 65.0 65.0 65.0 85.0 Ito 53-1/8" 70.0 70.0 65.0 65.0 85,0 650 38" 70.0 - 70.0 55.0 65.0 650 86.0 36° - - 59.1 59.1 65.0 65.0 a 19-1/B" 70.0 70.0 85.0 65.0 65._0 650 42" 24' 70.0 70.0 85.0 85.0 050 95.0 42" - - 522.7 522.7 65.0 65.0- IL 26-1/2" 36-3/9' 700 70.0 550 65.0 86.0 650 48" 700 70.0 660 55.0 65.0 65.0 40' - - 48.0 48.0 65.0 68.0 37" 63.7 83.7 85.0 65.0 65.0 85.0 54" 70.0- 70.0 65.0 85.0--- 65.0 85.0 low 700 700 65.0 65.0 65.0 650 d N 53-1 JB" 81.5 51.5 85.0 65.0 050 05.0 60" 70.0 70.0 65.0 85.0 65.0 95.0 24" 70.0 70.0 6Wy_5.0 _ 65.0 _05.0 85.0 Q' - m 1B-if8" 70.0 70.0 65.0 65.0 85.0 65.0 86" _70.0 70.0 6&. 65.0 55.0 65.0 30' 1(�" - - -- -85.0 55.0 650 55.0 a d 28-1/2" 70,0 70.0 85.0 65.0 65.0 65.0_ _ 720 70.0 70.0 65.0 65.0 65.0 05.0 36' - - 57.6 57.6 63.0 65.0 Of 37* 83.7 63.7 65.0 65.005.0 65.0 98" 70.0 70.0 850 05.0 85.0 65.0 42' - - 51.1 51.1 850 -85.0 4 S+",g 53-1/8- -- - 80.2 00.2 85.0 63.0 24" 700 70.0 050 68.0 65.0 88.0 18" 02.2 62.2 65.0 55.0 68.0 65.0 � Z� 19-1/8" 700 70.0 85.0 63.0 65.0 65.0__ 30" 70.0 70.0 65.0 65.0 850 05.0 24" 52.2 62.2 650 85.0 630 65.0 Q w '- 114" - - 26-1/2" 70.0 70.0 6:i.0 65.0 6810 65.0 3B' 85.5 fiS.b - �.0 65.0 85.0 6R.0 30' - BSA 650 650 05.0 37" 60.7 -.--6&7 65.0 05.0 65.0 65.0 42' 31r658 65.5 05.0 65.0 85.0 65.0 36" - - 60.0 000 68.0 65.0 0-N - 53-1/8" - - 84.3 64.3 880 65.0 4e 55.5 65.5 65.0 85.0 65.0 96.0 18" 55.8 55.6 65A 65.0 65.0 55.0 18-1/8 70.0 700 63.0 85.0 05.0 95.4 54' 85.9 85.3 65.0 65.0 95.0 Mo 24" SS.B S&S 950 65.0 65.0 85.0 --j,, 26-1/2" 89.8 69.8 _650 85.0 650 05.0 60" 85.5 65.5 050 65.0 65.0 63.0 30" 120 -- _ 95.0 65.0 850 85.0 " 74-1/4" 37" 47.5 47.5 85.0 86.0 69.0 65.0 66" 88.4 58,4 65A 69.0 68.0 65.0 36" - - 56.3 1 56.5 63.0 69.0 - - 57.3 57.3 65.0 G&O 72' 49.7 49.7 04.0 86.0 85.0 650 18" 44.8 44.6 65.0 63.0 65.0 85.0 ' 18" 70.0 70.0 65.0 85.0 65.0 05.0 24' 132" - - 6510 650 650 85.0 ' NOTE, 24" 70.0 700 850 65.0 630 65.0 30° -• - 66.0 85 0 85 0 85.0 GLASS CAPACITIES ON THIS SHEET ARE 30" Mo 70.0 55.0 65.0 65.0 65.0 1$" 39.2 39.2 65.0 65.0 650 65.0 � d� BASED ON ASTM E13D0-04 (3 SEC. GUSTS). 35" 65.5 85.E 55.0 G&C 65.0 65.0 24' 144" - - 65.0 Mo 05.0 96.0 42" �" 56.2 56.2 85.0 651.0 85.0 85.0 30" - - 64.3 84.3 050 85.0 48" 48.1 49.1 65.0 OS.O 65.0 85.0 h 1 4 .1 __ _ 54 9 41).1 680 63.0 68.0 88fl 00" 49.1 49.1 _ 60.0 _ 80.0 85.0 65.0 uc O Or - - 81.7 61.7 85.0 05.0 --1 W ga 72" w- - 540 54.0 65.0 65.0 • . • r W ••.. •• • ��0� • 18' 70.0 70.0 63.0 85.0 65.065.0 • 1.111• _. • 24" 70.0 720_. 65.0 65.a 65.a 65.0 111:1. j) •••• 30" 70.0 70.0 85.0 0&0 85.0 85.0 •..• i •..i 5i1.ICOME GE 20MSILIC{ls1E 6E ZBOO _..__ • � . � • 36" 1/s" MN. G1A55 3/16" H.S. GLASS 8665 65.5 05.0 650 65.0 850 L •"• • • •.• 1.1.11 8 42• 582 38.2 63.3 63.3 68.0 65.0 :/� • A: . 090 SpLUT1A SAFLIX 0!G or .090 SOLUi1A SAFLEX um 4B' 49.1 49.1 60.0 00 0 $5.0 85 0 - •••••• • • .•. PVB WT�AYER PV8 INRE'RLAYER •..•".. 1/ • 84" - 56.2 5&2 86.0 630 • • • 8° ANN. MSS 3/16' H.S. GLASS so. _ -- 57.8 3716 60.4 _ M43 i% •:• _ _ %/ ' • u u SlL1CO01E GE 2800 smxx �1E GE 2800 68 - - 57.6 57.6- 60.4 6D.4 "•"" : : "•: 72' 40.4 49.460.4 80.4 ' �_ m is" 700 700 03.0 85.8 OLD 85.0 m 24" 70.0 70.0 65.0 65.0 650 95.0 'ro 30" 62.0 62.0 65.0 65.0 65.0 $6.0 AND LENGTH DI�1SIOM CAN BE ORMOM r j �3VERTICALLY OR h�IZON ALLY AS SHOWN ABOI/6 -0iS � = 1 38" 49.7 49.7 640 64.0 63.4 65.0 P 42" - - 58.1 58.1 65.0 66.0 Ira0< m cs 48" -y = 54.0 54.0 65.0 65.0 t - - 54" 51.2 51.2 85.0 1 _65.0 80" - - 49.4 49.4 80.4 90.4 E CML 2°it[67UGR' 98" 70.0 70.0 65.0 650 55.0 65 0 FLA. K 70502. "I Code G.A.1L 24" 70.0 70.0 850 650 83.0 65.0 td ' GLASS TYPE 'A' GLASS TYPE 'B' 30" 50.9 50.9 MIA 65 0 95.0 65.0 � v 36" 84" - 81.1 61.1 68.0 65.0 ' 1 . DY 42" - - 54.9 54.9 _65_.0 65.0 �� der/owing pno, GLAZING, OPTIONS $$" - _- 50.4 50.4 650 85.0 Y� 06-O4 47.2 47.2 55.0 65.0 4 Cal, t 7YPICAL ANCHORS TYPK:IL ANCHORS By SEE ELEV. FOR ESPACINGE ELEV. 1WOOD BUCK FOR SPACING '° a• a MESAL MIAMI-11ADE COUNTY APPROVED d a d •• a 6i a a $ a a. v STRUCTURE MULLION & MULLION ANCHORS 0 a� id SEE SEPARATE NOA .. �/ ! I• a` � C o' �j TYPICAL EE M a o M C SEEYPITYPM ANWORS FOR SPACING a it o I! 1 jl •� FOR SPACNG a Typic AI L. ANCHORS: SEE ELEV. FOR SPACING ii TYPE ,Av- 3/1 Ir TAPCON BY ' •(Fu-12o Km, Fy=92 KSI) a I '(Fu-177 M. Fy-185 KSI) ! WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE INTO 213Y WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-3/8" MIN. PENETRATION INTO WOOD AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 18Y BUCKS INTO CONC. OR MASONRY J I i� 1-1/4- MIN. EMBED INTO CONC. OR MASONRY " YAL TTS: DIRECTLY INTO CONIC. OR MASONRY FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH 1-1/4- MIN. EMBED INTO CONC. OR MASONRY SILICONE SEALANT. o •• !• I + ,�4w DIA. TAP tjBY IN' (Fa-120 NIX Fy--92 KSI) W � 1! I! TYPE B'— L II Ila' DIA. ULTRACON BY %J00' (FU-197 KSI. Fy=133 KSI) _ m to INTO 28Y WOOD BUCKS OR WOOD STRUCTURES to t W _ J 1-3/8' MIN. PENETRATION INTO WOOD ® N a !I r THRU 1BY BUCKS INTO CONC. OR MASONRY ~ W ! I 1-1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY Q v i� 1-1/4- MIN. EMBED INTO CONC. OR MASONRY _w n I 3/160 DIA._TEKS OR NG, SELF DRILLISCR (ORADC son) ...... . INTO METAL STRUCTURES •••• STEEL : 12 GA. MW. (Fy - 36 KSI MIN.) 4,0000" : see: ALUMINUM : 1/8* THK. MIN. (6063—T5 MIN.) Goo* (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAIN70VLq , ;••• .. •• • li 4 OR SELF DRILLING • •••(GRADE 2 CRS) •••••: w w1 •• ' INTO MIAMI1:1 —DADS COUNTY APPROVED MULLIONS (MIN, THK. 1: .0$0 . • ••• i (NO SHIM SPACE) ° •s 0- .. ... it �I Ed - ANCHOR EDGE DISTANCE • • .I !1 3 INTO CONCRETE AND MASONRY 1-1/4" MIN. jl 11 INTO WOOD STRUCTURE = 9/160 MIN. C L=J jI i.: •a, �, .� INTO METAL STRUCTURE = 1/2" MIN_ 12P 1 � c° f;� CONCPXTE AT HEAD. SILL OR JAMBS f'c• - 3100 PSI MIN. � " � " V ,---� C-20 HOLLOW/FILLED BLOCK AT JAMBS fm R 2000 PSI ON. End M%W AHMAD e 1W FLA. RSA 8 I a _ '° !a• FLA. PE _7_{1692 Wmploksr*(the plod& ti C.A.N. 3536 SW1dib$--th" p I TYPICAL ANCHORS TYMW ANCMORS lstgdral�a I1S1B Ja ;• s 4 i SEE ELEV. ° 51WELM ' -- :. FOR FACING FOR SAACiM ' drawing-::no. Ed rL duct -- p@s~ W06-54 Cs—heat 3 of 5 r x Lt�tujED z o I . P d a a Od o v U � a go �aQo oma 1/4- SHIM Z w 3� cv MAX. 1/4" 41A1t. �r z U1 OC SH METAL wow BU D.L. OPG. 1/4" MAX. STRUCTURE -- --•- � _ 00 3 TYPICAL ANCHORS SHIM v SEE E1". m RSR SPAC1itIG oo - - TYPICAL ANCHORS 0 SEE: ELM FOR SPACING LLI Ly 1 EKTERI©K TYPICAL ANCHORS SEE ELEV. WINDOW WID7F1 _ Z • •• FOR SPACING - —. a • Ila w rr - 4. • + r•+• h11AM1--[?AOE COUNTY ,.f • •+ APPRit7AlED NULUON •+++r• + • 8c MULL.ION ANS TYPICAL ANCHORS •+r••• • ++ SEE SEPARATE NWA FSEE ELEV. OR SPACINO •• • - ° ` JFM -- - - - 1 12 ° m • 'ngr. .RrV AF 4 s �+ MND4W tivom Wmffiv WID7H CIVIL' R?�RI<ODTJCf RlEsYI N •` FLIM PE �82 at�ly�W1*dmFW& CAM.t suafhLcaft n�lwm m k ' BY drawing no. •. > ado Rn 11@ W06,-54 e, I sheet 4 of "••••• MM NU FART NUUM QUAMM DRM30 TION MAIRML XANF./SUP7lRR/RRVARX'9 me 7 YE-80 4 WINDOW FRAME N Uld" 6403 T6 � f , 's • . TYP. 3 - AS REIQD. GUONG COMPOUND SILICONE GE-2800 .�— 1.449 4 #B X 1° 2/ CORNER FRAME ASSEMBLY SCR0S.799 W -+1 .773 .. WINDOW FRAME o 4Q 4clN� wam JOINT z WELDED JOINT AT EM ..I .. AT ENDS tau g 4 CIRCULAR WINDOWS OPTIONAL CORNER j ca O 0 •M• •--W I • 4 04 002, •• •• • • • • s • i • RECT. OR SQUARE WINDOWS C .d a t9 �y � TYP. C DETAILS R 7 P EW. a I.' PRODUCT RIVA" FtA, A4 70M as abbg c�avrtu►th.>�kam► � '�' '& W � 0i T� � �� >I ► Pdrawing no. > aaa W06-8$ sheet 5 of 5') Rick Scott Mission: ' Governor Topmtect promote&improve the health ` of all people in Florida through integrated state,county&community efforts. HEALTH John H.Armstrong,MD, FACS State Surgeon General&Secretary Vision:To be the Healthiest State in the Nation August 19, 2015 Alligator Inc 1030 NE 42 Terrace Homestead, FL 33033 RE: Modification to a Single Family Residence- No Bedroom Addition Application Document Number: AP1199428 Centrax Permit Number: 13-SC-1622903 1066 NE 94 Street Miami, FL 33138 Lot: 14 Block: 41 Subdivision: Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 08/06/2015 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. Proposed addition to connect garage with the house. No objection letter was issued by C. Icaza on 08/19/15. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3500. Sincerely Carlo za Engineer II Department of Health in Dade County Florida Department of Health www.floridahealth.gov in Dade County• •,Florida TWITTER:HealthyFLA PHONE: (305)623-3500 FACEBOOK:FLDepartmentofHealth YOUTUBE:fldoh [: ,NO L : ALL SHEET' •- 11�IL�ST :BER.EV1W ED_ MIAAiI(-D,&BE COUNTY BUILDING -DEPARTMENT Herbert S. Saffir Permitting and Inspection Center '11805 SW 26th Street(Coral Way), ••Miami;Florida 33175-2474 -'(786)315-2100., APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN- REVIEW FROM MIAMI-DADS R ESCU•E AND/OR DEPARTMENT OF ENVIRONMENTAL RESOU PROVIDE MUNICIPAL PROCESS NUMBER HERE Job Address 10 40 ALP Ce / �" Contractor No. LL i + d= Last four(4)digjts of Qualiner No,. oz Folio!_l/';'ZGSl�L7-L/zC).. F� Q Lot r.� Block �� + L Contractor Nsz,meC laic fo U a Subdivision PBPg z LL •Qualiilef Name �W� - �. Teak . Metes an•d bounds U= Address ( /,/ L_j '�Y ih 'Wo I- . CityS val!c°f-! State _ Zp — g [ J New Construction on [ J-Demolish Current use of property t 44�IC.(, . Vacant Land ['] Shell Only faf W [ ] Alteration InteriorAddltlon Attached - W w [ ]Alteration Exterior V. [ l Addition Detached Description of Work '42 'ur„ 0 [.] Relocation of Structure- [ ] Re-Roof. _ [ ] Enclosure [ ] FAGidation Orify /wQ [ ] RepairSq. FL. `i _Units Floors.' [ ] Repair Due to Fre - Value of Work [ ].M 8 LD * [ ] Chg. Contractor. Owner �f^.,__z__n.—/]/1 Category :-. [ J Re-(ssue _ ' . '. Address ( �1J; : '• [. ] MELE a a �.. .] MLPG •' :�.. '[ ]-Re-Stamp" '.'.:. City i an+�' act-t State Zip z. CL [ ] MMEC > [ J Revision : z Phone FIRE'•' LU o" Last four(4)digits of [• ] - '[ ]:Not Applicable:for Fire Owner's Social Security No.:. - �� Name t'/►i�/!ar �Cs �/i:C /�� •Name z a Address '.off' •C/ /�/ God F-`� • O a `+/S•➢o w w Address ®' W Y City 'Sfin/t' : State • a v ZP' -�'�?•�f o -city State gip. a• Phone. 7 Tw �" /�?' w ' a ¢ Phone a am requesting a Special Request Plan.Review(SRI) to be scheduled as soon as pdssible'•at the rate of$J90 for the first hour•and uin $8 per each addition hour,in'addition to the review fees. Minimum charge one-hour. N w w :151 Request :• . w>> �a Date:,. c.a w 2 Request:. "c Date: 3`� Request:. Date: ^ . _'tam requesting Optional Plan-Review(OPR).to.&e Scheduled as`soon as•possiOle at the rate of$76 for each discipline:'Additional _ Z review fees may apply. o> 1 na Request:* ._ No D E R M O P R Date: Z a 2 Request: . - No expedite reviews Date:' • 0 3`� Request: - Date: • : : "Y9Famuto8atUl,dueidpf Pcmit appll�tiu:�6ac -