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WS-11-1976Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165855 Permit Number: WS -10 -11 -1976 Scheduled Inspection Date: May 07, 2012 Inspector: Bruhn, Norman Owner: RANDLE, JULIA Job Address: 285 NE 103 Street Miami Shores, FL 33138 -2430 Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360130440 Building Department Comments FRONT DOOR Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments C_ May 04, 2012 For Inspections please call: (305)762 -4949 Page 3 of 50 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Address: City: _ (i m r .) Q (' State: _ Tenant/Lessee Name: Phone#: 30S-- ?St/ —S—C-31 Email: Permit No. Master Permit No. cSuLl0. Z1 O 4k 3 os 7.S/ -3 SS 1 zip: 3 3 i3 g JOB ADDRESS: 2S City: Folio/Parcel #: 1\)� ion �5t. Miami Shores County: Miami Dade Zip: '1 ,K Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: 0 City: NO 1,/ Flood Zone: ikQ kr 14a n 0 _ State: ® aiP'T'Pw riff a ,ciTI <' on # 5 S 2 4 1 Z 3 Puma ,Wble)- ,SY‘ 1mail Address: ,177 D R�r A ch t �tfEngmegl E h % �e x cress ess Zip: : c KS D03 1 Phone#: 1 Sy _35Ll '"0 O Value of Work for this Permit: $ l (..) °' Square/Linear Footage of Work: Type of Work: ❑Addition DAlteration Description of Work: Y1 VL� ck❑ ew ❑Repair/Replace (xv ❑Demolition ******* ** *= k*+ x******+ x****** *************Fees.x*****4**1 x** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) d i s after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a re • ect'on • will be charged. Sig he fo day o 1 1 Owner or Agent VA instrum t was a o edged befor .�:� a thi ,201 ,b� 4 wh is p r'onally n to me or who has produced )�%j� I `I V -t t k41 tification and who did take an oath. N TAR Y PUBLIC: Print: My Co 1 ssion Expires: at * ** Signature The foregoi day of iContridar g instrument was acknowledged before me this rsonall JS tats 170).• ■t1\`` SQ �A em _c• • ,�R2. 1,20 (f, by N wn to me or who has produc a ;donrntinn and who dirt take an oath. DAIMY BRITO MY COMMISSION # EE120705 EXPIRES August 10, 2015 (407) ,s:..c1S3 Y PL y Commission Expires: **********************: x*****x+ *+ x****+ xx ********** *+x*******+x**** APPROVED BY ‘7Z 65: ) /® Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 12-07-'10 1li 14:40 FROM-Andy' AssurancE u~ G r: a L_y`I y_ rUUU- Ul'!c = -, 4CK 1 IPIt,.K 1 C ur LWk ILI 1 Y INZUr ANte:t 1 12/7/2010 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 THIS 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 policy(ies) 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 center rights to the certificate holder in lieu of such endorsement(s). PRODUCER ANDYS ASSURANCE AGENCIES 1441 W Flagler St Miami, FL 33135 Jn°nE �TRodolfo J. Patin ("ArHc°.No,em, (305) 262 -2200 I, aAi�r(,,Nn)30$ -262 -2227 A 7mL'7RItt s:rodolfojpatino @netscape ,net IMEURERCEI AFFORDING COVERAGE INSURER A : Granada Ins. Co. NAIOA INSURED Alex Alfaro cma Mr. Doorman Inc. 1601 $ W 67 Av. Miami, FL 33155 INSURER B • INSURER 0 : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 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. INSR TYPE OF INSURANCE ADDL INSR i INVD POLICY NUMBER FI I F LILY EXP (MM/116mYYI `(MM/DOIYYYe) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY N N 0185FL00022738 11/13/1011/13/11 EACH OCCURRENCE s$1,000,000 PARE II$E$$DEO IDT $ 100 000 X I CLAIMS -MADE X i OCCUR $500 Ded PD MED ENS (Any one person) 3 $ 5 000 PERSONAL &ADVINJURY s$1,000 000 Per Claim GENERAL AGGREGATE s$2,000,000 GEN L AGGREGATE X POLICY LIMIT APPLIES PER .I 0'11T — LOC PRODUCTS - COMP /OP ACG $ $$1 , 0 0 0 , 000 $ AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS AUTO HIRED AUTOS — — SCHEDULED NON -OWNED AUTOS WMS(Ne LIMIT eccident) --'- --"'- $ 4(ga BODILY INJURY (Per person) 3 BODILY INJURY (Per afs7dant) S Piii.w Y 0 For =Went) UMBRELLA LIAB EXCESS LIJAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE 3 MM 1 RETENTION E 3 WORKERS COMPENSATION AND EMPLOYERS LIABILITY YrN ANY PROPRIETORrPAKYNERIt'7udCUnVe �_I l onootoIy In NH3 NEXCLUDED? (Mancato7 N M If yes C33C ibetlfN W DESCRIPTION OF OPERATIONS below N/A INC :YTA U, QTh E.L EACH ACCIDENT 3 EL DISEASE - EA EMPLOYEE 3 E.L DI]EASE -POLICY LIMIT 3 DESCRIPTION OF OPERATIONS t LOCATIONS' VEHICLES (Attach ACORD 101, Additional Remaria SrJ,rx)ulo, if more space Is required) Residential 4 Commercial Door Installation. CERTIFICATE HOLDER CANCELLATION MIAMI DADE COUNTY BUILDING 6 NEIGIB0RHOOO COMPLIANCE DEPARINENT 11805 SW 26 ST,MIAMI FL 33175 (786) 315 -2450 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 88 -2010 ACORD CORPORATION, All rights reserved. ACORD25(2010/05) The ACORD name and logo are r 'gistered f s of ACORD CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 94BS00347 MR DOOR MAN INC__ D.B.A.: ALFARAS ALEX Is certified under the provisions of Chapter 10 of Miami-Dade County VALID FOR CONTRACTING UNTIL 09/30/2012 s. 1 Supgrcips.o13.apeppu2lurnvim sr4S14 Atiadold pa sume., Aunoo ap<1..tureui —477.7zi )'() Nen 04.41.0 kalaraas lauep 9,311e40 JIAJ 6000 91.00 (S)3C1Vkli ONIAAtivno JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 09/13/2011 EXPIRATION DATE: 09/12/2013 PERSON: ALFARAS ALEX FEIN: 593481223 BUSINESS NAME AND ADDRESS: MR DOOR MAN INC 1601 S W 67TH AVENUE MIAMI FL 33155 09 -13 -2011 SCOPES OF BUSINESS OR TRADE: 1- DOOR INSTALLATION * * IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an off icer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 09/13/2011 EXPIRATION DATE: PERSON: ALEX ALFARAS FEIN: 593481223 BUSINESS NAME AND ADDRESS: MR DOOR MAN INC 1501 S W S7TH AVENUE MIAMI, FL 33155 SCOPE OF BUSINESS OR TRADE: 1- DOOR INSTALLATION 09/12/2013 IMPORTANT of the business or trade listed on. 0 Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt... apply only within the scope E the notice of election to be exempt. R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to .be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. )WC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PERMIT #: c- I„-T) tat: eLte_ ❑ Contractor Owner ❑ Architect Picked up 2 sets of plans and (other) Address: 2 S i1/4., Miami Shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT DATE: b J3i P6rd,t-T 4 ti e- 1 2 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged PERMIT CLE INITIA RESUBMITTED DATE: PERMIT CLERK INITIAL: i MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER sA - ART. 9 & 10 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 655664 -2 THIS IS NOT A BILL — DO NOT PAY RENEWAL BUSINESS NAME 1 LOCATION RECEIPT NO. 682724-1 MR DOOR MAN INC CC # 94BS00347 1601 SW 67 AVE 33155 WEST MIAMI OWNER MR DOOR MAN INC Sec. Type of Business 196 SPECIALTY BUILDING CONTRACTOR Tt7ts IS ONLY A LOCAL 8UStNESE TAX RECEIPT. IT ▪ D HOLDER TO �TOE /NNY EXESTNS REGULATORY OR mat* LAWS OF TM cowry OR cmEB. NOR DOES IT F.XENPr Todd H OLDER FROM ANY DIHEM PERM1 OR UCBNWE REWIRED ST LAW. THIS tE NOT A COMPILATION OF TI1LE NS. HOLDER'S QUAWFICA. Y PAYMENT RECEIVED CCO LL Ee b COUNTY TAX 07/11/2011 60040000235 000045.00 WORKER /S 1 -'Dt?'NOT FE7RWARD MR DOOR MAN INC ALEX ALFARAS PRES • 1601 SW 67 AVE MIAMI FL 33155 SEE OTHER SIDE (CO_ l l r: ii:.► li ..r.li.i.i..iri..rritL.ttrrIiH 11HI511.r11J1 J1!i )-),d4,60_k :1- r/Etcr—fr 5/),6p_o(., Permit No: 11 -1976 Job Name: October 26, 2011 Miami Shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide complete state approval. The documents submitted lack the Florida approval. Please go to http: / /www.floridabuildina.org /pr /pr app srch.aspx and find you approval and print the entire document for review. 2) Permit application must be completed. Please complete all highlighted areas. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 — � i H 10/31/2011 10:20 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES E1001 * ** TX REPORT * ** TRANSMISSION OK TX /R% NO 1928 RECIPIENT ADDRESS 93057544494 DESTINATION ID ST. TIME 10/31 10:19 TIME USE 01'13 PAGES SENT 1 RESULT OK Permit No: 11 -1976 Job Name: October 26, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide complete state approval. The documents submitted lack the Florida approval. Please go to http: / /www.floridabuilding.ora /pr /pr app srch.aspx and find you approval and print the entire document for review. 2) Permit application must be completed. Please complete all highlighted areas. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 3( lc'1/44 - Ltutoly rrT v- r0 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND RFGIJLATIONS as E 03 sk • Florida Building Code Online F€Ofidi3 Der rtrnent". Busines r Professib Regulation Page 1 of 3 BCIS Horne Log In User Registration Hot Topics Submit Surcharge Stets & Facts i Publications FBC Staff 1305 Site Map Unks Search Fite Product Approval USER: Public User Product Approval Menu > Product or ApoIIcation Search > AAphcatlan List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL7966 -R1 Revision 2007 Approved RightConcept 2615 S. 80th Street Tacoma, WA 98409 (253) 471 -8861 rickw@rwbIdgconsultants.com Peter Slbbett rIckw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida � Professional Engineer l � Evaluation Report - Hardcopy Received Wendell W. Haney PE -54158 National Accreditation and Management Institute 12/31/2014 L.F. Schmidt, P.E. F Validation Checklist - Hardcopy Received FL7966 RI, COI CERT OF INDEPENDENCE.Ddf Standar Accepted Engineering Practice ASTM E1300 ASTM E1300 TAS 201, 202, 203 Year 2007 2004 2002 1994 http : / /www. floridabuilding. org/pr /pr_ app_ dtl. aspx ?param= wGEVXQwtDgtbtbZF %2fAI... 10/31/2011 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 05/01/2008 07/09/2008 07/14/2008 09/15/2008 Page 2 of 3 Summary of Products FL # Model, Number or Name Description z9ss 1 a. Premium Opaque Fiberglass Door 6'8 Single Premium Opaque "Impact" Fiberglass Door - Outswing (X) Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation Instructions. Installation Instructions NLiy66�K1 i1— IN sT-796b 1.pdf a PfedBy Wendefl"W Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL795 E EVAL 7966 1„nd t,%' Created by Independent Third Party: Yes 7966.2 b. Premium Opaque Fiberglass Door 6'8 Single with Sidelite Premium Opaque "Impact" Fiberglass Door - Outswing (OX or XO) Continuous Head and Sill Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.2 for Design Pressure Ratings by specific Model and for any other additional use Ilmitations and Installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7966 R1 II INST 7966.2.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 AE EVAL 7966.2.pdf Created by Independent Third Party: Yes 7966.3 c. Premium Opaque Fiberglass Door 6'8 Single with Sidelite Premium Opaque "Impact" Fiberglass Door - Outswing (OX or XO) Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.3 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7966 R1 II INST 7966.3.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 AE EVAL 7966.3.pdf Created by Independent Third Party: Yes 7966.4 d. Premium Opaque Fiberglass Door 6'8 Single with Sidelites Premium Opaque "Impact" Fiberglass Door - Outswing (0X0) Continuous Head and Sill Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7966 R1 II INST 7966.4.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 AE EVAL 7966.4.pdf Created by Independent Third Party: Yes . 7966.5 e. Premium Opaque Fiberglass Door 6'8 Single with Sidelites Premium Opaque "Impact" Fiberglass Door - Outswing (OXO) Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.5 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7966 R1 II INST 7966.5.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 AE EVAL 7966.5.pdf Created by Independent Third Party: Yes 7966.6 Uf. Premium Opaque Fiberglass 6'8 Double Premium Opaque "Impact" Fiberglass Door - http :// www. floridabuilding .org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgtbtbZF %2fAI... 10/31/2011 Florida Building Code Online Page 3 of 3 Door Outswing (XX) Configuration Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.6 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. Installation Instructions FL7966 R1 II INST 7966.6.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 AE EVAL 7966.6.pdf Created by Independent Third Party: Yes 7966.7 g. Premium Opaque Fiberglass Door 6'8 Double with Sidelites Premium Opaque "Impact" Fiberglass Door - Outswing (OXXO) Configuration Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 7966.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation Instructions. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL7966 R1 II INST 7966.7.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL7966 R1 AE EVAL 7966.7.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. 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Product Approval Accepts: http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgtbtbZF %2fAI... 10/31/2011 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators SCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (0-60).dwg • • • • • • 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft 50.4 -492 -48.3 -47.8 - 47.1 - 48.6 -482 -45.9 -45.5 - 53.1 +48.5 +45.2 +44.4 +43.7 +43.1 +421, +42.3 +41.9 +41.8. 18 ft -51.1 -49.8 -49.0 -48.3 - 47.7 -47,3 -46.8 -46,5 -462 -55.4 +43.3 +47.1 +45.9 +45.0 +44.3 +43.7 +43,3 +42.9 +42.5 +42.2 18 ft -52.4 -51.1 '-502 -49.5 -48.9 -48.4 -48.0 -47.7 -47.3 -602 +46.4 +48,3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.8 +43.2 20 ft -53.5 +49.4 -52.2 +48.1 -51.3 +47.1 -50.6 +48.4 -50.0 -49.5 +45.8 +45.3 -49.1 +44.9 -487 +44.5 -48.4 +442 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47,4 -51.0 -50.5 +46.8 +46,3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 -542 -532 52.6 -520 -51.5 -51.0 -50.6 -50.3 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft 58.6 552 -54.2 -53.5 52.9 -52.3 -51.9 -51.5 -51.1 +47.8 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -57.5 - 56.1 -55.1 - 54.3 -53.7 -532 -52.7 -52.3 -51.9 +49.4 +53.0 +51.8 +50.6 +49.8 +492 +48.7 +482 +47.8 +47.4 30 ft 58.3 58.9 55.9 55.1 54.5 53.9 53.5 53.1 52.7 +51.3 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -59.1 57,7 -58.7 -55.9 -55.2 54.7 -542 -53.8 -53.4 -71.9 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 ft -59.9 +552 -58.4 +53.7 - 57.4 +52.7 -56.6 +51.9 -55.9 -55.4 +51.3 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 +55.9 - 59.1 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 -56.1 +51.9 +5t3 -55.6 +50.8 - 55.1 +50.4 -54.8 +50.0 38 ft -61.3 +58.5 -59.8 +55.0 -58.7 +54.0 - 57.9 +53.1 -57.3 -56.7 +52.5 +51.9 -56.2 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 - 58.6 +537 -57.9 -57.3 +53.0 +52,5 58.8 +52.0 -56.4 ` +51,5r 56.0 +51.1 42 ft -62.6 -61.1 -60.0 -592 -58.5 -57.9 - 57.4 -57.0 - 56.6 +53.0 +57.7 +582 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -632 Is +58,3 if ' +5._ : 6 +5907 -59.7 +54AD -59.1 -58.5 +54,1* +53.5 - 58.0 +53.0 -57.5 +52.6 -57,1 +622 • ... is • -63.8 52•;, ,412 -60.3• *59.6 59.0 .58.5 -58.1 .57.7 ft +58.8 +67.3 +5ta,2 +55.3 +54.6 +54.0 +53.5 +53.1. +52.7 • ft -64.4 -6g1451.7 -71.0 -80.6 -• 60.1 0 9.6 59.0 - 58.6 -582 +59.4 +59.4 +57,80 +58,7 +55,4 •+,F51 4+54.5 +54.0 +53.6 +53.1 5k• • 54.9 t 4 • i2.2 -61.4 910.7 .1 -59.5 -59.1 -58.7 -67.6 +59.9 168.% +572 +56.3 +556 +55.0 +54.5 +54.0 +53.6 +54.0 -65.5 t3.9 - 2.8 -61.4 •.01,2• •-60.6 -60.0 59.6 -592 • i5 i i •+60A +51.6 11167.6 +58.8 •4451.1, +55.4 +54.9 +54.5 +54.0 •, . -66.0 tit • -83 54 ft .-61.7 •-61.0 -60.5 -80.1 59.6 , 414•10 • +60.8 +592 -62.4 +58.1 +572 Mb �• +55.9 +55.4 +54.9 +54.5 • 56.5 54.9' 53.7 52.E •1621, •51.5 51.0 -60.5 -60.1 ,iii • +61.3 +58.= • 1168.5 +57./ DU/ • +56.3 +55.8 +55.3 +54.9 ' 60 ft -87.5 tit • -47 - 63.8 -63.0 - 82.4 - 61.9 -61.4 -6t0 , +622 +60.6 +59.4 +58.: Oft •+57.1 +56.6 +56.1 +55.7 c 8 r m REMARKS DRWN CHKD XTERIOR ZONE 5 RESSURES Mean Roof Height DESIGN PRESSURES PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 �- -822 9.8 -58.0 -56.7 -55.6 -54.6 -53.8 - 53.1 -52.5 0 -15 ft 2 +44,4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.8 18 ft -63.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 54.8 +42.9 -53.9 +42.5 -532 +422 18 ft 54.6 +48.3 -62.1 +47.0 -60.3 +48.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +432 20 ft -66.1 +49.4 -63.5 +48.1 -6t6 +47.1 -602 +46.4 -59.0 +45.8 - 58.1 +45.3 -572 +44.9 56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 - 64.8 +49.0 -62.9 +48.1 -6t4 +47.4 -602 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 - 66.0 +49.9 -64.1 +49.0 -62.6 +482 -61.4 +47.6 -60.3 +47.1 - 59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -69.8 +522 -67.1 +50.8 -65.1 +49.8 -63.6 +49.1;, -62.4 +404 -61.4 +47.9 -60.4 +47.5 - 59.6 +47.1 -58.9 +46.7 -70.9 -682 562 - 64.6 -63.4 42.3 .51x4 -60.6 59.9 28 ft +53.0 +51.6 +50.6 +49.8 +492 +48.7 + +47.8 +47.4 30 ft -72.0 -89.2 -67.1 -65.6 - 64.3 -632 - 62.3 -61.5 -80.7 +53.8 +52.3 +51.3 +50.6 ,+49,9 +49.4 +4$.9 +48.5 +48.1 -73.0 -70.1 - 68.1 -88.5 -652 -84.1 -63.1 -82.3 -61.8 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48,8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -67,3 +51.9 - 68.0 +51.3 -64.9 +50.7 -64.0 +502 -83.1 +49.8 -62.4 +49.4 36 ft -74.8 -71.9 -69.8 -68.1 - 66.8 - 85.7 -64.7 53.9 -63.1 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.6 +54.0 -68.9 +53.1 -67.6 +52.5 56.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50,6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 +53.7 -68.3 +53.0 -672 +52.5 -662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 -742 -72.1 -70.4 -69.0 -67.9 -66.9 -66.0 -652 +57,7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +521 +5t7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54,1 -68.5 +53.5 -67.5 +53.0 - 66.6 +52.6 -65.8 +522 48 ft -78.8 -75.7 -73.5 -71.8 -70.4 -692 -882 57.3 -66.5 +58.8 +57.3 +562 +55.3 +54.8 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 +59.4 +57.8 +58.7 +55.8 +55.1 +54.5 +54.0 +53.8 +53.1 50 ft -802 -77.0 -74.8 -73.0 -71.6 -70.4 -69.4 -68.5 -67.6 +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -80.8 -77.6 -75.4 -73.6 -722 -71.0 -69.9 -69.0 -682 +80.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -742 +572 -72.8 +56.5 -71.8 +55.9 -70.5 +55.4 - 89.6 +54.9 -68.7 +54.5 58 ft -82.1 -78.9 -76.8 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 +81.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 ft - 83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 +622 +80.6 +59.4 +58.5 +57.8 +57,1 +56.6 +56.1 +55.7 DATE INIT ISSUE CL FLB 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, RE. "ALTERATIONS, ADDITIONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE K0A1.Dy TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER ASA SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VAWE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT *WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VAWE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR IISE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. MRH= O -6,Q!1 BASED ON Kd =0,85 SEE TABLE NOT^5.i FOR ALT Kd; GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. �-I ® I-C 1 ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 SENATOR MICHAEL S. 'MIKE" BENNE•!T 63tGL tract THE FLORIDA SENATE Tam, Piaenda 32219.4i 00 Chairman Racal Rodriguez Department of Community Affairs Building Codes and Standards 2555 3humard Oak Boulevard Tallahassee, Florida 32399 -2100 0 October 26, 2006 tOts9 i TEEst Agee Maim. dicer Health and Human spa Apprapilt Transpertati eo Jowl CossisiTTEEI A iminlairetive Procedures Chairman Raul Rodriguez: It has come to my attention that certain jurisdictions are not accepting state approved products unless those products also have a Dade County Notice of Acceptance (NOA), even though the state - approved products are being used consistent with their appr9avels. As you know, the law clearly states that a product bearing a Florida product approval does not require any further documentation for use of that product. Specff cally, the law states in s353.842(3) and (4): (3) Products or methods or systems of construction that require approval under s. 553.77, that have standardized testing or comparative or rational analysis methods established by the come, and that are certified by an approved product evaluation entity, testing taboratoxy or certification agency as complying with the standards spedfied by the code shall be, approved for statewide use. Products required to be approved for statewide use shall be approved by one of the methods established in subsection (5) without f rtiter evaluation. (4) Products or methods Or systems of construction requiring approval under s. must be approved by one of the methods established in subsection (5) before their use in construction in this state. Products may be approved by the commission for statewide.use. Notwithstanding a Local government's sutirority to amend the Florida Building Code es provided in this act, statewide approval shall preclude local jurisdictions from requiring further testing, evaluation, or submission Of other evidence as a condition of Icing the product so Icing as the product is being used consistent with the conditions of its approval. Jurisdictions such as Parkland and Coral Springs as well as others in the Pairn Beach, Broward and Dade County area still believe that an NOA is required for all products. Requiring an NOA ie counter to the *entire state product approval system and basically negates the exorbitant time and money spent by manufacturers to get their products tested, approved and validated for use within our state. There is a detrimental economic irnpactio manufacturers when products are delayed in getting to market_ AMA' 7Q: 0 Wadi:mod PPQrAaa9one l Perk. &boo 80, 3653 aorta tiaaa Wei. Bradenton, Florida 34210 WO) 7274349 0 216, artruths Office Building. duo Sawn Munroe Seed, Tallehasscc. Florida 3zass -r,f (am 4 -so>z S,m iere Wet idle eimital. rmete.gov TOM LEE Cf1ARUE CLARY President of the Secr*ta President Pro Ternoore3 DEPARTM "Dedica JEB BUSH Govemor Florida. Building Co Raul L. Rodriguez, STATE OF FLORIDA NT OF COMMUNITY AFFAIRS ed to making Florida a better place to call home" MEMORANDUM Date: December 6, 20 Re: Demonstration o Areas Accepting Florida Statutes, section 5 the structural wind res dionstrate compliance obtaining either focal or THADDEUS L. COHEN, AIA Secretary Product Compliance for the High Velocity Hurricane Zone and Other "NOA's" 3.842, govern local and state approval of building products directl related to ce of buildins: The law estalilises specific me%fiods for .manufacturers, to the Florida Buutdmg Code but gives the manufacturer the option. of PProva7:'State �.. Y tea approved .products must be acre b local within the limitations of - � . .� _ :1?� ..3'.. Lurisdidaions established by the state approval without. r e q uir_ement for-turther evaluator or submission of evidence: - (Florida Statute, section 553.84(4) Products or methods or . -rt. _. ,_ testln_g, systems of construction r- . uiring approval under s. 553.77 must be approved by one of the methods established in subsection 5) before their use in construction in this state. Products may be approved by the commission for state 'de use. Notwithstanding a local government's authority to amend the Florida Building Code as provid r in this act, statewide approval shall preclude local jurisdictions from requiring further testing, evaluatio or submission of other evidence as a condition of using the product so long as the product is being used •nsistent with the conditions of its approval.) When a product is state approved the local jurisdiction's . thority extends only to determining the product is being used within the conditions established by e approval. State approval of produc always based on a Miami means of demonstrating evaluated using the stan applications for state app compliance with HVHZ using the state approval n of use" documentation. Approval by the State or However, the building pe with the requirements of approvals provide the • evaluation cannot be req for use in the High Velocity Hurricane Zone Dade Notice of Acceptance" (�H� is commonly but not • m HN Notice a of (NOA). The law guarantees manufacturers other P HVHZ requirements so long as their products are tested or ds that apply in the HVHZ. The Miami -Dade Code Compliance Office reviews val of HVHZ products and advise the Florida Building Commission on their dards. Compliance can be determined by accessing the state approval online ber then checking the standards products were tested to and the "limitations iamiZade County allows acceptance of a product for use within the HVHZ. Ong authority must determine whether products comply the Code specific to the building they are used in. The State or Miami -Dade Ifonnation required for this determination. Further testing o ed unless the permit applicant wishes to demonstrate the product can be used outside of the approved limitations of use. 2555 SHUMARD Phone: 850.488. CRITLCAL STATE CONCERN FIELD O OAK BOULEVARD T 8466 /Suncom 278.8466 Internet address: ht COMMUNITY PLANNING ALLAHASSEE, FLORIDA 32399 -2100 FAX: 850.921.0781/Suncom 291.0781 tD: //www.dca.state.fl.us EMERGENCY MANAGEMENT HOUSING COMMUNITY DEVELOPMENT R W R W Building Consultants, Inc. B 1.1 Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Pea imile 813.754.9989 Florida Board of Protbesional Engineers Certificate of Authorization No. 9$13 Product Evaluation Report Report No.: FL- 7966.1 R1 Date: May I, 2008 Product Category: Exterior Doors Product sub - category: Sing Exterior Door Assemblies Product Name: Premium Opaque Fiberglass Door Outswing "impact" Manufacturer: Right Concept, Inc. 2615 S. 80th Street Tacoma, WA 98409 Phone 253.471.8861 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Right Concept, inc. based an Rule Chapter No. 9B- 72.070, Method Id of the State of Florida Product Approval, Department of Commmmi.ty Affairs- Florida Building Commission. RW Building Consultants and Wendell W. Haney, F.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. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL- 7966.1 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell FL No. 54158 May 1, 2008 PF1089 RI Sheet t of3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the " 11a1Z" this product complies with section 1626 of the 2007 FBC and does not require an impact resistant covering. 4. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not need to be protected with an impact resistant covering. This product meets missile level "1)" and includes Wind Zone 4 as defined in ASTM E1996, 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 7966.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "H'V'HZ ". 8. See drawing FL- 7966.1 for size and design pressure limitations_ Wendell W sy_ • FL No. 541 _ May 1, 2008 PF1089 R1 Sheet 2 of3 Supporting Documents A Drawing 1. Drawing No. FL- 7966.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (Fiberglass Skins) approval number 05- 1206.01 is ed by Mimi -Dade BCCO. 2. Materials (PVB Interlayer by DuPont) approval number 04- 0816.02 issued by Miami -Dade BCCO. 3. Materials (Polyurethane Foam) testing per ASTM D1929 -96 (2001) as performed by ETC Laboratories and reported in test report ETC 05- 781 - 17122.0, dated October, 19, 2005, signed by Joseph Labora Doldan, P.B. 4. Materials (Polyurethane Foam) testing per ASTM E84-05 (ASTM E -84-05 is equivalent to ASTM E84 -04 referenced in the 2007 FBC as evidenced by Evaluation Report EQ-E84 -05- 04 prepared, signed and sealed by Wendell W. Haney, P.E.) as performed by ETC Laboratories and reported in test report ETC 05- 781 - 17122.0, dated October 19, 2005, signed by Joseph Tabora Doldan, P.E. 5. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06-0918-2, dated October 10, 2006, signed by Wendell W. Haney, P.E. 6. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 08- 01370020, dated April 10, 2008, signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufkcturer's published recommendations as substantiated by tested specimens reported in test report TEL 06-0918- 2 and TEL 08-01370020. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Raney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. I3 Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Right Concept, Inc. is manufacturing products within a quality assurance program that complies with 1SO/IEC 17020 and Guide 53. Wendell W. FL No. 54 58 May I, 2008 PF1089 RI Sheet 3 of 3 3 2615 S. 8081 STREET TACOMA, WA 98409 TEL: 253471-B861 FRAME MOTH —I 37.9r MA. Q.A.. PREMIUM OPAQUE FIBERGLASS DOOR =SWING IMPACT' GENERAL .f90 J. This product hay been evaluated and Lein ccunpliance viith the 2007 Pfortdo rwrIcbg Code (PBC) structvalreqatement fachoring the WW1 VeCocity Etymons Zone' fhlifli2j. 2. Product anchors shot be os Wed ond spaced as shown on detail. Anchor ernhednont b bare matedoishaff he beyond wall dressing or stucco. 3. Men used to nwrivtfr mil product compstes with section 1626 ol Ma Z07 BC and odes riot require on Impact resistant covering. 4. When wed to crews remiring whdbotne debrn protection thisproducl comolles with Seam., 1609.1.2 of the 2007 PBC and doer not nood to be protected with an impact resistant coveting. This (vaduct meets monde Weil?' and IncAnies Mad Zone 4 as aeflned rn AST/14 ,E1994. 5, For ?mem! trconkw cons trercon, anchoring of these uoNs shall be the some as that shown for2Kbucktrosonnt construction. Ste conCUttonS that deviate ham the de tath tits drawing sequin tostheravineedner arts:riot bye Domed engineer or regidesed architect 7. This product meet nitiration requirements keifsoHr. WM OF CORMS 314EkTfl liESCIMPT3OR i Typical &Nagano. dm* prnsuncs 8 coned ricks 2 Oaar panel tongniatiOn cialats& aagngOltalt 3 Etdcardal cross macro 4 Vortical =co sectkins 5 Curl and trains anchoring -a butolcrrtmanty earodriciicn A From cinch:ring - Ti bud mom c orchuction 7 caamorpara a al ul runtedat ....■■••••■ Pi* 1 Oe w: $u otnnatto Mtn' 813.75" 4-65.0 45.0 Oe w: $u 0 - • 1- t,4•lxn. fsh!8 (Err j 1 -1J4 EM& IIYP4 ,1 o 0 nd NOIUONrAL C�SECiON comes s, -revs saws pa' Secibn 17144.42d 1reF a1s caws ITMP1 ars COME 2 NfOR CyoRizomra Male PM: Ft- 7966.1 sesr —4 or 1 "MW.FROM r•M6V.FROM - • -.—MAS HRf EDGE - MASONRY EDsE -«- t'nl EXTERIOR JN1ERJOR 2.1/2"hol. FROM 2-t J2'MSN. FROM ++- MaSQ RY EDGE MASONRY EDGE - -++ ITYP.} {rypi VERTICA! CROSS SECTION a Oul si •? sdr V1 71'CALCROSS SE 5itowmvJ Xsiat ak cawele Eoems irxwaaYSCre ss oar Seclbn I714,5.4.2 01 the fliC Ohl EXEE1iOR INTERIOR s , • 8 2 -112 ANN. FROM 2 -117 MN. FROM t — ... ltA 1*?EDGE EDGE --«-.- jTYP.J {ITN VERTICAL a CROD SECTION 2 1 4 i 2% BUCK INSTALIAIION 2X BUCK - MASONRY OPENING 2K BUCK 1 2X RUCK C>, INSTALLATION DOOR Jr PA.AI& INTAT PLATE OR M SEE HINGE DEIAt 2 MASONRY OPENING WICIANCHORNG ItMMEAMMO= Mammy IX heck mretnclion NOTE r_ IArBto concrete scmeeanctior 2rWckreluteon *Wnumrclearancefamasanry edge.a I.7/flotsam!),embeaYnentanda mi nwa9'cbaraxetoadfacen?concrete waver. Subalf ta6lonafcqualconcretescrewskomadTfererrt saroterrroyhovedifferent edge defame and center distance neo.themerds. Concrete ranee Moatfora of the comers maybe 04w:tad to nictitate The mind ustet edge distonae to manor/ens. A'Ctesaetescresyfocnatru noted co 10AX. ON CENt61' mutt be ar;4nred 1oln61ntel N1? mhanusn edge dbtancetomotorize*, addRanat Concrete. screws may bete:Wired to ensure the monirsten an center dimension& not exceeded. 2 t/4" MN concrete screws a»chorirg tuna ondiarail eyuuc o minimum 2.312' dectwoos is masonry edges, o 1 -1/4 mir*nwn embedment and a minimum 3' clearance to adfaoemi concrete sorrow. SuhatAVfis» of equal concrete see:wa fiam or: a ant suppler MCI, lovedWarent edge distance and center &dancema er »arts. Canoe* screwiceatbntat tie cams mar beadlcared 'to maintain the mbar= edge distance to motet lob* YCaneete screw hearers notedar'WIAX.[?NCallEE =at beolustedto mad'ntab the min/inure edge distance to aster jdnir, adettbnetConcrete screws may be received to eerie the maximum an carder almerebn h torte mseded. LOtix&MU% 1 IRMG6 BEIAlt.2 ■ 3 R LIMA N. FAMIEMCrialkia Moony IX boat Car6huctbn wars: I. U4"tM' caxve]a OsIOW Game anMfor reata`BO n ina a, 2- r /2'aeamnee to masonry edges, a t -t /f'm n'vnwn embedmentor+ damVimum3 ' clearance toodjhcentaoricade=rm. 3 uhu89ufbnd equal concrete SCREWS Dorn odtltaentsippOr may have aRerenf edge &tone and ea starda)ance requlra nenls. Connote room loc do s el do worms way is AroPltdlt ftendiWnmf edge datonceJo,natar)oVMS. ACOncrelelr aaw locations nalbdcn'IOW. OW ?be adjtster) lo mahtdi fie mnrth um edge dktance fomolat,keet. alcbtatal tancrefescteure maybe medial Wens:me themadnuman center dinsendon is notezoaeded. 2 3/24 Rw cataeicaamwaocnarhgdarnaa dlareIra teomirmnwm21frddiiim efoenosoluyedgei a 1- lir tralnlarn embedm nl o exhirmurn 2.)Ar cleaancEfoaa4' acentconcret escewrwdearothwi eno &rsdbycaxrstescrawmanuteci2xw: rasa: JA>EQE*IL 1A buck ramf4 iiM fiNGEAETAIL I:1ttGE GIFTAK 2 8 0 0 O if, I r dnjn r I I 3 4/23/08 1 N.T.S Mt w a we WWI 3 Fr.— 7888. a 1 v 1 4 EEL 0,64A9fRTAL3 BAR LTESattnOT4 MATERIAL A 1X BUCK W000 B 211 ROCK SGa� 055 WOOD D 1 /4' X 2-3f4' ELCO PFH CONCRETE SCREW STEEL E I IAASO RY- 3,192P3MN.CONCRETE�TOACI 3D1 OR HOLLOW BLOCK OONFOi MRJGTO ASf A C90 CONCRETE F 3/4' x safeim F H CONCRETE SCREW STEEL G MAX 114' WM SPACE WOOD H 1/4 X3.114'IIWPFH CONCRETE SCREW STEEL I STEEL STS STEH. .1 LILOX2.5T' PIN WS #8x2-irrPR•IWS L M *3/14X3ri /4'TTWPIM CONCRETE SCREW P 114'X2,3/4'II19P HCCNCRETESCREW STE8. 2 STRIKE IAMB - FINGER- 1f7tNT PINE - SG >.042 W000 3 LENGE -WMB- FINGER-JOINT PINE - SG >. O42 WOOD 4 7 HEAD -FIT MGR-JOINT PINE -SG > =0.42 WOOD DOOR PANEL - SEE TIOCWPANEL MAILSHfET FOR CONSTRUCTION DRAMS - 8 86 X 1 -114 PM COTW ILSCREW STr. 12 WE FLTHER STRIP QE306500 -LON - 18 3983"X4A'HIPLGE MTN13198°TH➢O( STEB. 19 skier PC/ASA '23 STRIKE PLATE STEEL 23A DEADBOUE4ATE STEEL 24 69 X 5/6' PPH WS STEEL 25 OUTSW1J KIGH•DAL6 THRESHOLD ALUMPAIM W/ COMPOSITE SUBSTRATE ALUM) COMP. 26 61 X 1.0"T'PTIWS STEEL 27 OUISA'ING7-I2E5HOIDALUM&WM W/ COMT'06BESUBSTRATE • AWMJ COMP - LVL/PVC 30 LATCH STILE -SG a...0.42 31 LYL LOCK BLOCK POPLAR 32 1-IB4GESBLE -SG a= 0A2 LVLIPVC 33 TOP RAL- POPLAR LVL& WPCCCMIBIHATION POPLAR/WPC POPIARTWPC 34 80170M RAIL - POPLAR LYL 3 WPC COMBINATION 3 9 HUMUS SKIN 13Q29' M R 114CKt4 S Ty d 3.203 P51 MK) t1BERGIASS 49 rum o.w. m,ac