Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-11-1290
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 162128 Permit Number: WS -7 -11 -1290 Scheduled Inspection Date: August 03, 2011 Inspector: Bruhn, Norman Owner: LEONE, DEBORAH Job Address: 5 NW 105 Street Miami Shores, FL Project: <NONE> Contractor: ALL ABOUT DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1121360050320 Building Department Comments REPLACE FRONT DOOR, KITCHEN DOOR AND UTILITY DOOR Passe Failed Inspector Comments cc Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 02, 2011 For Inspections please call: (305)762 -4949 Page 34 of 47 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 BUILDING PERMIT APPLICATION FBC 20 �- Permit ,;e: BUILDING - ROOFING L JUL 182011 Permit NoL , SI 1 12°fO Master Permit No. OWNER: Name (Fee Simple Titleholder):... 'b ()rah Leon C Phone#: -7:c4 - Address : 5 k 0 Ci tY� s4 o et. '& � � �'e State: F Zip: -2,"3 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 5-r City: ` Miami Shores County: Miami Dade Zip: Folio/Parcel #: \ 'Al •1 0 0 5-6-3P.0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: M I t ir- 4 Ft oorS Phone#: 3t5C- P-G? -P-731-1, Address: 7.-el 7- 4J43 c6 .."\-- City: IJ Cek W®.! State: .c."="(--- Zip: °% ' 12- Le. Qual ifier Name: €v4 O Phone#: -d S g24 , 7 _ °Z73 State Certification or Registration #: Certificate of Competency #: n% P S C101:25 S Contact Phone #: 30 5 07 ®27 Fmail Address: cxA & O 44©O ors 7 OLD k, • Ca✓`■e DESIGNER: Architect/Engineer: Phone#: ;21x3 Value of Work for this Permit: $ S-00 11-'-'' Square/Linear Footage of Work: (4O . 4.. Type of Work: ❑Addition DAlteration �° ONew �Repair/Replace V Description of Work: e 4 ODemolition Submittal Fee $ Permit Fee $ % J0 v6 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ l0Q '(QL) Bonding Company's Name (if applicable) Boding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t ab ence of such ssted notice, the inspection will not be approved and a reinspection fee will be charged. Signature F ,, , Zr: ' Owner or Agent / l�ontractor The foregoing instrument was acknowledged before me this 1! The foregoing instrument was ackno edged be ore me this L 1 day ofletLh, 20 1( , by ®e bores 1, Leone., day of J who is personally known to me or who has produced L i WI C E' who isperson known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTAR .'- IBLIC• +OA ;P�: ALYNRAVEL° NOTARY ' .�, LIC• 4514,,0 MLYNRAVELo i * �t MY COMMISSION # EE 0504 * t.. } - * MY COMMISSION # EE 055604 EXPIRES: January 18, 2015 "'= ° "Q, EXPIRES: January 18, 2015 ' /9 ' 4 Bonded lin Budget PotelyServkes , 20 It , by ob-er+ S011tC) t2 Si n: , _ %/ d/ / of bt a Baled Thu Budget May bites Print: i�►I,,P n v\eil o My Commission Expires: 1 ®1 3 -Is Si Print: My Commission Expires: 1 I P --) Jr * * ************ :***** ,* *WM* **** x**** *:ab * * ***** :3: u *******+x******+ **** * * * ** x**** ** ** x *a * **********e:**** **** * APPROVED BY 7 -)f4 / Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) co/m*09E10V Soma US4SFS8 CfRTIFICATIE OF COMPF.TF. 06BS00653 ' ALL ABOUT BOORS & FLOORS INC • NCHEZ - •BERTO to codified unitiof the pftwoOt.rs re rtheOW 10 Of MIINIO-Dede Cam* VALID FOR co NTf-- r 1114n UN111.0913012011 FROM Accurate aro PRODUCER Accurate 8300 West FI&gler Suite 114 Miami, FL 33144 Phone (305)228.8727 (THWJUN 16 2011 16: 01/ST.16:00/No.7500000189 P 1 CERTIFICATE OF LIABILITY INSURANCE Fax (302284787 INSURED All About Doors & Floors Inc. 7392 NW 8th Street Miami, FL 33175- I uAle 111111111Mat fj ..._ 08/18111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLIC ES BELOW NAIC 8 INSURERS AFFORDING COVERAGE INSURER A: Buriin ton insurance Co. INBUREIR 8: INSURER C: INSuREI? D: INSURER E COVERAGES INSURER F: _ THE POLICIES OF INSURANCE USTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLCY PERIOD IIDICATEO. NOTWRHSTANDINO ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS GERTIFICAT$MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND COMMONS OF SUCH POUCIEB. AGGREGATE mars SHOWN MAY HAVE BEEN REDUCED BY PAID CLANS, wee LTR Acarq. INSRD ail TYPE OF INSURANCE GENERAL UAEIUTY ® COM RCIAL GENERAL LIABILITY 00 CLAMS MADE L] OCCUR 0 GENL AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC POLICY NUMBER ©L- 0383741A DAT A v( BIPMATION 04128111 04/28/12 AUTOMOBILE UABILfTY ❑ ANY AUTO O ALL OWNED AUTOS ❑ U J SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS 0 0 GARAGE UABIU1 r] ❑ ANY AUTO 0 EXCBSMUNIBRELLA LIABILITY [I OCCUR LI CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION S LIMITS EACH OCCURRENCE 2,000,000 p 1/14.U0nRisavemE 100,000 TIED EXP (Any ere parson) 5,000 PERSONAL & ADV INJURY 2.000,000 GENERAL AGGREGATE 2,000,000 PRODUCTS -COMP/OP AGO 2,000,000 COMBINED SINGLE LIMIT (Ea axident) BODILY INJURY Per person) BODLYINJURY (Per accident) COMPENSATION AND EMPLOYERS' UABILIIY ANY PROPRIETOR A PARTNER 1 EXECUTIVE OFFICER A MEMBER EXCLUDED? Ir yes. describe under SPECIAL PROVISIONS below OTHER PROPERTY DAMAGE (Per ardent) AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: _AGO EACH OCCURRENCE AGGREGATE CJirs; s Ll E.L. EACH ACCIDENT EL DISEASE - EA EMPLOYEE E.L DISEASE • POLCY LBW DESCRIPTION OF OPERATIONS /LOCATIONS I VOIICLE81 EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS CERTIFICATE HOLDER Miami Shore Village 10050 NE 2 Ave Miami Shore, Florida 33138 ACORD 25 (2001 OF 2011 -06-16 16:20 3052268767 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS VOMITER NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LS IFT , BUT FAILURE TO DO 80 SHALT- IMPOSE NO OBLIGATION OR LIABLAY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Lucia Estrella ACORD CORPORATION 1B31! Page 1 CFN NOTICE OF COMMENCEMENT DAT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. ( 1 41 BOO 5022010 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: t ► t 20110465277 BOOK 27756 PAGE 2681 07/14/2011 01:03:30 PM EY RUVIN, CLERK OF COURT, MIA -DADE CTY Space above reserved for use of recording office 5 N uJ tips- ST 14:cto l Qkg,%re5' '2D 2. Description of improvement: 3. Owner(s) name and address: Feber.roLL_ 1.+ea ".e. S N of l OS '3T *A. Skubres t Pro- 3-)Kb Interest in property: e9—J h. Name and address of fee simple titleholder. etk■/Pe... 4. Contractor's name, address and • hone number. At( Aidex... -+ w tlscs ' • mar • ` M- 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 11,__, a _ e _ MOO Aida ".°9 5-0 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. r Name, address and phone number: kit_ * . r-- 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager /� g Prepared By s'• 1 s ' — Prepared By Print Name Print Name b to-eaneue Title/Office Title/Office 6%A"%n.E' V STATE OF FLORIDA COUNTY OF MIAMI -DADE --(Al tiforegoing nstrume was - cknowled I before me this day of �l a By . • 2 ❑ Individually, or ❑ as Ltl for ❑ Personally known, or produced the following type of identi r.Nrr N A&TN RAMO Signature of Notary Public: MY COMMON l)EE Q4 Print Name: EXPIRES: January 18, 2015 (SEA-) tion• 2011 VERIPNIATION1PANOPYIWWECTION 92525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. SIgnatu By 123.01 PAGE 3 3/10 ner(s) ; r Owner(s)'s Auth zed Officer /Director /Partner/Manager who signed above: By Permit No: 11 -1290 Job Name: July 21, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide wind design Toads from an architect or engineer including design criteria. Plan review is not complete, when all items above are corrected, we will doa 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 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT F 7'0)4 -// SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATE AND COUNTY RULES AND REGULATIONS JUL 1 8 2011 CITY COPY Nw 7 41 elegy 33 o s+ S icle ilfc*r HM1°44 °7"/'67 )eZ, 3,45rV Co,J14 Florida Building Code Online BQS Home Log In User Registration Product Approval USER: Public User Hot Topics Submit Surcharge Stats & Facts Publications Product Approval Menu > Product or Application Search > Application 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 FL8390 -R3 Revision 2007 Approved Builders Hardware Inc. 5615 E. Powhatan Ave Tampa, FL 33610 (800) 966 -7753 jngodwin @bhitampa.com Jesse Godwin jngodwin@bhitampa.com Exterior Doors Swinging Exterior Door Assemblies 6/17/11 10:41 AM IBC Staff BGIS Site Map Links Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2011 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL8390 R3 COI CERT of INDEPENDENCE,odf Standard ASTM E1300 ASTM E1300 TAS 201, 202, 203 http : / /www.floridabuilding.org /pr /pr app_ dtLaspx? param= wGEVXQwtDgsKGahJApskLfXfEs %2blaBrUv4JY0g2mwDs %3d year 2002 2004 1994 Page 1 of 3 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 05/05/2009 05/06/2009 05/13/2009 06/09/2009 6/17/11 10:41 AM FL # I Model, Number or Name Description 8390.1 I a. Fiberglass Door _ i Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door - X - Outswing 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 8390.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8390 R3 Ii INST 8390.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8390 R3 AE EVAL 8390.1.odf Created by Independent Third Party: Yes 8390.2 b. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door with a Sidelite - OX or XO - Outswing 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 8390.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8390 R3 II INST 8390.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8390 R3 AE EVAL 8390.2.pdf Created by Independent Third Party: Yes 8390.3 _ c. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door with Sidelites - OXO - Outswing 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 8390.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8390 R3 II INST 8390.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8390 R3 AE EVAL 8390.3.pdf Created by Independent Third Party: Yes 8390.4 d. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Impact" Fiberglass Double Door - XX - Outswing 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 8390.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8390 R3 II INST 8390.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8390 R3 AE EVAL 8390.4.pdf Created by Independent Third Party: Yes L8390.5 e. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Impact" Fiberglass Double Door with Sidelites - OXXO - Outswing http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgsKGahjApskLfXfFs %2b1aBrUv4JY0g2mwDs %3d Page 2 of 3 Fla ida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outstde HVFiZ: yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8390.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Installation Instructions FL8390 R3 II INST 8390 ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8390 R3 AE EVAL 8390.5.pdf Created by Independent Third Party: Yes 6/17/11 10:41 AM Department of CommunityAffairs Florida Braiding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 O 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I CoovrigM Staff 1 Accessilsility Statement I plus -in Software I EmsouRLSemicealuyexi Contact Us Product Approval Accepts: n Verosegn� Truf4,aj let heti http : / /www.floridabuilding.org /pr /pr app_ dtLaspx? param= wGEVXQwtDgsKGahjApskLfXfFs %2biaBrUv4jY0g2mwDs%3d Page 3 of 3 Builders 'Hardware ' nc. 5815 E. POWHATAN AVE TAMPA, FL 33810 FIBERGLASS DOOR GLAZED - IMPACT - OUTSWING GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE STRUCTURAL REQUIREMENTS INCLUDING THE "HIGH VELOCITY HURRICANE ZONE ". 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 "HIGH VELOCITY HURRICANE ZONE" THIS PRODUCT COMPLIES WITH SECTION 1626 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. 4. WHEN USED IN AREAS OUTSIDE OF THE "HVHZ" REQUIRING WIND —BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH SECTION 1609.1.2 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCT MEETS MISSILE LEVEL "D" 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 THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 7. THIS PRODUCT MEETS WATER INFILTRATION REQUIREMENTS FOR "HVHZ ". TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 PANEL DETAILS & COMPONENTS 3 HORIZONTAL & VERTICAL CROSS SECTIONS 4 BUCK & FRAME ANCHORING 5 BILL OF MATERIALS, GLAZING DETAIL & COMPONENTS 37.50" MAX. O.A. rFRAME WIDTH 0 a W X 0 OVERALL FRAME DIMENSION OVERALL D.L.O. DIMENSION JAMB TYPE GLASS TYPE DESIGN PRESSURE POSR1VE NEGATIVE 37.50" X 80.50" 20.50" X 62.50" WOOD 01 +50.0 —50.0 37.50" X 80,50" 20.50" X 62.50" POLY FIBER +55.0 —60.0 cc § a a 8 0 TE: 1/21/09 scuE N.T.S. DWG. CIO AL oat. an LFS DRAWDU+ ND.: FL- 8390.1 sHEEr 1 Of 5 4.5" L 35.75" MAX. PANEL WIDTH DOOR PANEL 0 2 2 HORIZONTAL CROSS SECTION FIBERGLASS PANEL 1.385 000 LOCK BLOCK DETAIL —1 1.584" OTOP RAIL 1.584" OBOTTOM RAIL 1—.-11.200" 11 OHINGE & LATCH STILE EDGE 0.079 " -- FIBERGLASS SKIN 0.069" THK. ° KEVLAR 0.010" THK. jl REINFORCEMENT h14 HI! r- 9 J DOOR SKIN DETAIL L I -1-0.980" 2 HINGE & LATCH STILE REINFORCEMENT 0 2 1 VERTICAL CROSS SECTION FIBERGLASS PANEL 8 A a° SE 1/21/09 • N.T.S DW Sri AL mac Sre LFS DRAWING N04 FL- 8390.1 SHEET _2_ of 5 m 2008 R.W. BUILD N 1-1/4" MIN. EMB. (TYP.) • • - z 0 2 0 1/4" MAX. SHIM SPACE (TYP.) Irbil; 00 00 um HERM ihnIRO3 0 i 11 !I' II 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE C.)VERTICAL CROSS SECTION SHOWN Vi,'11X SUB-BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. THIS VIEW REPRESENTATIVE OF HEAD 1c JAMBS, 1/4" MAX. SHIM SPACE (rrp.) 1-1/4" MIN. EMB. (TYP.) pr 1 _ 0,111i1'104" P ) 2.:- Ellie :4,4 Ii, 6 \ 0 00 vi ift r 0 0 0 HORIZONTAL CROSS SECTION @ HINGE JAMB EXTERIOR • v (9 HORIZONTAL moss SECTION LATCH JAMB 1" MIN. FROM 1" MIN. FROM MASONRY EDGE MASONRY EDGE (TYR) 2 7 8 © VERTICAL CROSS SECTION @ HEAD • .1 •• • • *i . MASONRY EDGE MASONRY EDGE 2-1/2" MIN. FROM 2-1/2" MIN. FROM (TYP.) (TYP.) 0 VERTICAL CROSS SECTION ON THRESHOLD 0 8 DAM 1/21/09 SDALE, N.T.S. MM. EY: Ai. LFS DRAW= NMI FL-8390.1 SHEET 3 or_5_ MASONRY OPENING NOTES: BUCK ANCHORING 2X BUCK MASONRY OPENING 1. 1/4" ITW CONCRETE SCREWS ANCHORING FRAME AND /OR SILL REQUIRE A MINIMUM 2 -1/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 3" CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. 2. 1/4" ELCO TAPCON ANCHORING 2X BUCK REQUIRE A MINIMUM 1" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT TAPCONS. SUBSTITUTION OF EQUAL CONCRETE SCREWS FROM A DIFFERENT SUPPLIER MAY HAVE DII -WENT EDGE DISTANCE AND CENTER DISTANCE REQUIREMENTS. W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE 1 TYP. SEE NOTE 1 FRAME ANCHORING HINGE DETAIL 1X BUCK INSTALLATION 2X BUCK INSTALLATION HINGE LOCATIONS 1X BUCK INSTALLATION 2X BUCK INSTALLATION 5 Q T N ui LATCH & DEADBOLT LOCATIONS — SGL DOOR BIKE PLATE DETAIL N N S °a DAM 1/21/09 scam N.T.S. mw. en AL mac sr: LFS DRAM ND$ FL- 8390.1 miter 4 OF 5 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A YALE CIRRUS 1000 PASSAGE LOCK STEEL YALE CIRRUS 10CB PASSAGE LOCK STEEL KWIKSET TITAN PASSAGE LOCK STEEL BHI #902 PASSAGE LOCK STEEL B YALE 820 DEADBOLT STEEL YALE 8.3 DEADBOLT STEEL KWIKSET TITAN DEADBOLT STEEL BHI t200 DEADBOLT STEEL C 3/16 X 3 -1/4" ITW PFH CONCRETE SCREW STEEL G 2X REINFORCEMENT (CLEAR PINE) W000 H 1/4" X 2 -3/4" ELCO PFH CONCRETE SREW STEEL J 1/4" X 3 -1/4" ITW PFH CONCRETE SREW STEEL K MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE L 2X BUCK (SG L 0.55) WOOD M 1X BUCK WOOD N 1/4" X 3 -3/4" ITW TAPCON STEEL 1 HINGE & LATCH STILE EDGE COMPOSITE 2 HINGE & LATCH STILE REINFORCEMENT WOOD 3 TOP RAIL COMPOSITE 4 BOTTOM RAIL COMPOSITE 5 LOCK BLOCK WOOD 8 DOOR SKIN (0.079" THK.) PLATT PRO /NANYA Fy= 11,063 PSI .069" THK. FIBERGLASS & .010" THK. KEVLAR FG /KEVLAR 7 FOAM CORE POLYURETHANE 11 JAMB FINGER —JOINT —PINE SG = .42 OR BETTER WOOD 12 TRIM — 13 WEATHERSTRIP FOAM 19 #8 X 2 -1/2" PFH WOOD SCREW STEEL 23 #10 X 3/4" PFH SCREW STEEL 25 #10 X 2 -1/2" PFH WOOD SCREW STEEL 26 LATCH STRIKE PLATE STEEL 27 DEADBOLT STRIKE PLATE STEEL 28 4" HINGE STEEL 31 ODL LITE FRAME ALUMINUM 34 #10 X 1 -3/4" PFH SCREW STEEL 35 GLAZING COMPOUND REDI —SEAL BY ODL, POLYMERIC FOAM P /MERIC FOAM 36 STRUCTURAL SILICONE DOW #995 SILICONE 37 SCREW PLUG — 45 OUTSWING THRESHOLD BY DLP ALUM./W00D 46 POLY FIBER JAMB (BUILDERS HARDWARE) POLY FIBER G1 1" THK. INSULATED LAMINATED GLASS INTERLAYER SAFLEX BY SOLUTIA 1/8" ANN. / 0.090" PVB / 1/8" ANN. — AIR — 1/8" TEMP. GLASS G1 GLAZING DETAIL 1° THK. INSULATED GLASS JAMB 1° OVERALL GLASS THK. 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER SAFLEX BY SOLUTIA 1/8° ANNEALED GLASS AIR SPACE 1/8° TEMPERED GLASS 4.562" 46 POLY FIBER JAMB 45 OUTSWING THRESHOLD 0.) 0 n 0 irk k fl EE 9co z 0 G1 0 0 z once, 1/21/09 N.T.S. oon. or: AL cox. ®n LFS DRANO NO.: FL- 8390.1 s*EEr 5 or 5 R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL- 8390.1 R3 Date: May 5, 2009 Product Category: Exterior Doors Product sub - category: Swinging Exterior Door Assemblies Product Name: Fiberglass Door Glazed — Impact - Outswing Manufacturer. Builders Hardware, Inc. 5615 E. Powhatan Ave. Tampa, FL Phone — 800.966.7753 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Builders Hardware, Inc. based on Rule Chapter No. 9B- 72.070, Method ld of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. 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. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No.: FL- 8390.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (PE # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. PE # 43409 May 5, 2009 PF -1150 Sheet 1 of 3 Limitations 1. This product has been evaluated and meets the requirements for use within the State of Florida including the "High Velocity Hurricane Zone ". 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 "High Velocity Hurricane Zone" this product complies with Section 1626 of the 2007 Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "High Velocity Hurricane Zone" requiring Wind-borne Debris Protection this product complies with Section 1609.1.2 of the 2007 Florida building Code and does not require an impact resistant covering. This product meets Missile Level "D" and includes Wind Zone 4 as defined in ASTM E1996-02. 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- 8390.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "High Velocity Hurricane Zone" 8. See drawing FL- 8390.1 for Size Limitations and Design Pressure Rating. Lyndon F. Schmidt, P.E. PE # 43409 May 5, 2009 PF -1150 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL- 8390.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813) signed and sealed by Lyndon F. Schmidt, P.E. B Tests Performed 1. Testing per TAS 201 -94, TAS 202 -94 and TAS 203 -94 as performed by Testing Evaluation Laboratories and reported in test report number TEL— 07- 0223 -1, signed and sealed by Wendell W. Haney, P.E. 2. Testing (Plastpro/Nan Ya fiberglass door skin) per ASTM G26 -95, ASTM D2843 -99, ASTM D635 -98, ASTM DI 929-96(2001) and ASTM D638 -03 as performed by ETC Laboratories and reported in test report number ETC -05- 255 - 16776.0, signed by Joseph L. Doldan, P.E. ASTM G 155 -04 is referenced in the Florida Building Code; ASTM G26 -95 Method A is equivalent to ASTM G 155 -04 Cycle 1 and meets the intent and purpose of the Florida Building Code as attested to in evaluation report FL7241 -G26 prepared, signed and sealed by Lyndon F. Schmidt, P.E. Additionally, the Florida Building Code references ASTM D2565 -00; the test conditions as reported in ETC -05- 255 - 16776.0 and the calculation of the property retention index (PRI) meet the requirements of ASTM D2565 -00 as attested to in evaluation report FL7241 -G26 prepared, signed and sealed by Lyndon F. Schmidt, P.E. Additionally, ASTM D635 -98 is equivalent to ASTM D635 -03 and meets the intent of the 2007 Florida Building Code. 3. Testing (Plastpro/Nan Ya poly fiber door jamb) per ASTM D2843 -99, ASTM D635 -98 and ASTM D1929- 96(2001) and ASTM D638 -03 as performed by ETC Laboratories and reported in test report number ETC-07 -209 - 19303.0, signed by Ben Meunier and test report number ETC- 08 -209- 20609.0, signed by Gurjinder Dhami. 4. Materials (Polyurethane foam core) testing per ASTM E84 -05 as performed by ETC Laboratories, Inc. and reported in test report ETC 06- 255 - 17412.0, signed by Joseph L. Doldan, P.E. ASTM E84 -05 is equivalent to ASTM E84 -04 and meets the intent of the 2007 Florida Building Code. 5. Materials testing (Solutia Interlayer) in accordance with the "High Velocity Hurricane Zone" substantiated by issuance of Miami -Dade Notice of Acceptance 08- 0206.01. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test reports TEL -07- 0223 -1. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 3. Glass Load Resistance Report ASTM E1300 prepared by Lyndon F. Schmidt, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Builders Hardware, Inc. is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. PF -1150 Sheet 3 of 3 L Lyndon F. Schmidt, P.E. PE # 43409 May 5, 2009 . 0-1Ac) RAMMS E EERY ;` !' 43, 2100 W 76 ST. #311, HIALEAH, FLORIDA, .33016 Robert S. Monsour, P.E. Fl # 11955 / 0006024 Kd =1.00 JUL 2 5 2011 FLORIDA BUILDING CODE 2007 ASCE 7 -05 WIND CODE DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE .interior & Exterior Zones (4 &5 -- Walls) Positive Pressures Exp.osure C For the 146 mph Wind Zone . , • Area) in Square Feet - Height (Maximum) Effective Wind Area (or, Tributary 10 20 30 .': 40 50 60 1.00 0.95 0.92 -0.96 0.89 0.88 0.86 15 4. 52.3 _ 50.8 20 49.8 49.0 48.4 20 58.0 55.3• 53.8 -65.7 52.7 51.9 51.2 25 •60.5 57.8 56.2 -65.6 55.1 • 54.2 53.5 30 . 63.1 60.3 58:6 -67.9 57.4 56.5 55.8 40 67.0 64.0 62.2 -69.8 . 60.9. 60.0 59.2 50 70.2 67.0 65.2 -71.3 63.9 .. 62.8 62.0 60 72.8 69.5 ' 67.6. - 80.1 66.2 65.2 64.3 interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Area (or, Tributary 30 Area) in 40 square Feet 50 . 60 Height (Maximum) . • Effective Wind 10 20 -1.10 -1.05 -1.02 . -0.99 -0.98 -0.96 15 9 -56.9 -55.5 -54.4 -53.6 - 53.0 20 -62.9 -60.3 -58.7 -57.6 -56.8 -56.1 25 -65.7 -62.9 -61.3 -60.2 -59.3 -58.6 30 -68.5 -65.6 -63.9 -62.8 -61.9 -61.1 40 -72.6 -69.6 -67.9 -66.6 -65.6 -64.8 50 -76.1 -73.0 -71.1 -69.8 . -68.8 -68.0 60 -78.9 -75.7 -73.7 -72.4 -71.3 -70.5 Exterior Zones (5 Exposure C - Walls) Negative Pressures For the 146 mph Wind Zone . Effective Wind Area (or, Tributary Area) in Square Feet Height (Maximum) 10 20 30 40 50 . 60 -1.40 -129 - 1:23 -1.19 ' -1.15 -1.13 15 -73.3 -68.4 -65.5 -63.4 -61.8 -60.5 20 -77.6 ,72.4 -75:6 -69.3 -72.4 -67/2 -70.1 -65.5 -68.4 -64.1 -66.9 • .,, 25 . -81 :0 • 30 -84.5 -78.8. -75.5 -73.1 -71.3 • -69.8 40 -89.7 • -83.6 .. ' - 80.1 -77.6 -75.7 -74:1 ..50 -94.0 -87.7 -84.0 -81.3 • -79.3 -77.6 60 -97.4 -90.9 • -87.0 -84.31/2 -82.2 , -80.5 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever•is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS.