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WS-10-673Inspection Number: INSP - 152268 Permit Number: WS -4 -10 -673 Scheduled Inspection Date: November 22, 2010 Inspector: Bruhn, Norman Owner: VOGT, ALEXANDER Job Address: 9420 NE 9 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: LOWES HOME CENTER INC Building Department Comments Passed Failed Correction Needed Re- Inspection Fee November 19, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060020020 Phone: 407/370 -2872 Inspector Comments CREATED AS REINSPECTION FOR INSP - 144632. CREATED AS REINSPECTION FOR INSP - 144312. CREATED AS REINSPECTION FOR INSP- 144081. No access. NB Anchors missing and wrong threshold all doors. NB Same comments. NB C'G For Inspections please call: (305)762 -4949 Page 8 of 23 October 21, 2010 To City of Miami Shores, Sincerely, Edu y o 4 /r-- emandez Install Sales Mgr. Lowe's of Hialeah This is to request for a time extension for the permit number above. As per inspector threshold needs to be reinstalled to be able to pass final inspection. The time extension needed is for 30 (thirty days). Permit # WS-4-10 -673 9420 9 Avenue NE Miami Shores, FL 33138 PERMIT NO. TAX FOLIO NO.» - 3200 - 00 2C) STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to ST OF FLORIDA, COUNTY OF DADE EAi7FY that this is a true copy of the property, and in accordance with Chapter713, Florida Statutes, the following irdqtroaltioar tf s tca day of , is provided in this Notice of Commencement. -411- ,AD 20 ID WITNESS my hell and Official Seat HARVEY RUVI 3, t6, Circ it ' � o _ i Sy pear )1c �� „ Space above reserved for use •of =recording office 1. Legal description of property and street/address:H.CAd t \ ' / Y1 L4 9j.20 I(JE . % 2. Description of improvementPte 1666 3 t/S. 3. Owner(s) name and address: 1 91P4ceerQ Ve4- Interest in ro . p l�i'tY: qq04) /J C y Ave. Name and address of fee simple titleholder. Contractor's name, address and phone number ("a :J. 4 .4.2%1 4 1 0 St, , Arm 11— 0 r LIB 0 t--- 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: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 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. Signatur s) of Own y or vvfi Byp( /Y Print Nam Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fpr ins ment B y f Ctindividually, or as CI Personally known, or er(s)' Authorized Officer/Director/Partner/Manager 1'n IV� By C-i e(fe Z Print Name 4 /gSy St.A) )3 ei C.J. Title/office Nam ] L 33 h was acknowledged before me this S day of t ; , for cirisroduced the following type of identifica Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and e i► that the facts stated in it are true, to the best of my knowledge and belief. (487) f53 FirodokronrS, con •'.'E MY COMMISSION # OD950098 EXPIRES January 05, 2014 Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By 1111111111111111111111 CFN 2010R0260992 OR Bk 27255 Ps 1765; (1a9) RECORDED 04/20/2010 11 :05135 HARVEY RUVIN, CLERK OF COURT MIAUI -DARE COUNTY? FLORIDA LAST PAGE . 2cAD r fi 4EI I iA BONIL L A LOA:fp BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle Value of Work For this Permit $ 32 00. w Submittal Fee $ D • QJ Notary $ Scanning $ Bond $ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) A \e e40 V o Phone # / Owner's Address `7 y2 0 OE 9 /4 ✓G • � Cit 'Cfr i ShoC e-S Stater L-- Tenant/Lessee Name Type of Work: ['Addition ItiAlteration ❑New Describe Work e .f kXct Code Enforcement $ Electrical Plumbing Mechanical p)3011gW3n Ft 991 DT: .:CSA--= Permit No. L) 3 I ®- (0 Master Permit No. 6oS) 22-S". h 4 Roofing Zip Phone # Job Address (where the work is being done) Qq 2.0 )J E ( 4 vc • City Miami Shores Village . County Miami -Dade Zip 3 3 13 t FOLIO / PARCEL # I" 3 to - OU a - O 0 a. C9 Is Building Historically Designated YES NO x Contractor's Company NameLLX. a� Phone #312 1 9 Contractor's Address 8'52 -9 POflL ei ( C1C- CityC'\Ond State `— Zip Qualifier Name rick / ,,, -(U Phone # State Certificate or R e g i s t r a t i o n NoLG C M a r t i 1 1 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: 6 O DPBR $ Double Fee $ ❑ Repair/Replace 0 Demolition *** , * * * * * * * * * * * * * *** * * * * * * * * * *** ** * ** F ** * * * **** * * * * * * * * * * * * * * * * * ** ** Permit Fee $ /�� 6 d CCF $ a 40 CO /CC Training/Education Fee $ O' i lQ Technology Fee $ 5 ( J Zoning $ Structural Review. $ Total Fee Now Due $ Ra '4 J See Reverse side 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) days after the building permit is issued. In t absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignaturIK Owner or Agent The foregoing instrument was acknowledged before me this p( s day of n-• , 20J � by �\e.Yoi if v al" who is personally known to me or who has produced J As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Comm (Revised 02108/06) APPLICATION APPROVED BY: Signature ntractor The foregoing instrument was acknowledged befo e me this f` day of q( - , 20)0 , by e- 1..�( , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: RWSSON # DD950096 S January 05, 2014 g*: ---oq NoterySenlce com Plans Examiner Engineer Zoning 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 I5 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER DATE POLICY EXPIRATION LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY Self- Insured 04/01/2010 04/0112011 EACH OCCURRENCE $ PR MISESIoccurrence) $ CLAIMS MADE OCCUR MED EXP (Any one person) $ GENERAL PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ AGGREGATE LIMIT APPLIES PER POLICY rl JECT r LOC PRODUCTS - COMP/OP AGC $ AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CA6647501 (AOS) CA6647502 (MA) CA6847503(VA) 04/01/2010 04/01/2010 04/01/2010 04/01/2011 04/01/2011 04/01 /2011 (EE COMBINED INGLE LIMIT $ 5,000,000: BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ I (Per =dent)) $ GARAGE LIABILITY ANY AUTO AUTO ONLY -EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ B EXCESS! fj( UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE BE27471705 04/01/2010 04/01/2011 EACH OCCURRENCE $ 5,000,000' AGGREGATE $ 5,000,000 I 0 o WORKERS EMPLOYERS' ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/i4MBER ktande P ECIAI. COMPENSATION AND IJABILITY Y! N WCO20342251 (AOS) WCO20342252 (WI) 04/01/2010 04/01/2010 04/01 /2011 04/01 /2011 X ! WC STATU- I 1OTH- f r IMITS FR =.L. EACH ACCIDENT S 2,000.000 EXCLUDED? I N ,.I., DISEASE • EA EMPLOYEE $ 2,000.000 PR h, OVI batow N I EF ONSpl desaule under �.L. DISEASE - POLICY LIMIT $ 2,000,000' • B E OTHER Excess WC TX Employers XS Indemnity XWC4880417 TNSC46242531 04/01/2010 04/01/2010 04/01/2011, WC:Stat/EL:$3m11; xs $2mil SIR 04/01 /2011 $8mi1 EaOcc/Agg; xs $2mil SIR • A`QRb C ERTIFICATE OF LIABILITY INSURANC 0 �2 Dom'Y) PRODUCER MARSH 100 N. TRYON STREET, SUITE 3200 CHARLOTTE, NC 28202 FAX (704) 374 -8500 47095 - CASUA- ONLY -10 -11 Licens FL LHC INSURED COVERAGES Lowe's Companies, Inc. and Subsidiaries PO Box 1000 Mooresville, NC 28115 CERTIFICATE HOLDER ATL -001786045 -18 City of Miami Shores 10050 N.E. 2nd Avenue Miamie Shores, FL 33138 ACORD 25 (2009101) THIS CERTIFICATION 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 POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A; Self Insured INSURER 6: National Union Flre Ins Co Pittsburgh PA INSURER C: New Hampshire Insurance Company INSURER D: Illinois National Ins Co INSURER a Illinois Union Insurance Co CANCELLATION U NAIC # 19445 23841 23817 27960 DESCRIPTION OF OPERATIONS ILOCATtONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS I Lowe's Home Centers, Inc. is a named insured under the captioned policies. Florida Contractor's L cense No. CGC1508417, Peter Anthony Cafaro Ill, Certified General Contractor. Florida Contractor's License No. CCC1326824, Peter Anthony Cafaro III, Certified Roofing Contractor. (Please see Page 2 for additional information.) SHOULD ANY OF THE ABOVE DRSCRBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3D DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 50 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. of Mersa USA l EaENTATwE Diana Bentley © 1998 -2009 ACORD CORPORATION. All Rights Reserved The ACORD name and logo are registered marks of ACORD Wind Pressure ps (psf) on Main Wind Force Resisting System (NM/FRS) Load Case Zones Horizontal Pressures Vertical Pressures Overhangs A B C D E F G H EOH GOH 1 40.97 -21.22 27.18 -12.63 -49.20 -27.98 -34.22 -21.66 -68.87 -53.92 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Description: VOGT RESIDENCE, 9420 NE 9TH AVENUE, MIAMI SHORES FLORIDA Analysis by: EDWARD TORRES, R.A. Notes: V Cat Exp WINDO2 v2-21 Simplified Wind Load Design (Method 1) per ASCE 7-05 RHt Ridge Height Eht Eave Height Ht Mean Roof Height of Building Theta Roof Angle Length of Building (If Gabled roof, along Ridge) Width of Building (Perpendicular to Ridge) mb a Adjustment Factor for Building Height and Exposure Importance Factor 10% of Least Horiz Dim or 0.4h, whichever is less qength over which Zone A acts on Each Comer Basic Wind Speed Structural Category (I, II, Ill, and IV) Exposure Category (B, C, or D) Transverse LQr (O1 * ps = Lambda * I * ps30 H H - , _ F P ULECT rO CCMF1.1A,"JCE WITH ALL FEDERAL WWW.MeC LC. UN ill H LES i-,NO REGULATIONS ATE 146 mph 10 ft 8 ft 9.00 ft 2.97 Deg 56 ft 77 ft 1.21 1.00 3.60 ft 720 ft • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • 11 3031E73n iVk ‘1, 1 21C BY: ') 4 ..L.!....,... ' • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • Page 1 of 2 • • • • • • • • Wind Pressure ps (psf) on Width (ft) 'Components Span (ft) and Area (ft ^2) Cladding Zone (C &C) Pressure Positive • • • • (per;. Negatiy®, Description 1.DOOR 3.2 6.67 21.34 5 43.95 -MU. 2. DOOR 2.82 6.67 18.81 4 44.65 - 4867. - 611'46. 3. DOOR 2.82 6.67 18.81 5 44.65 • • • • • • • •• Notes: www.mecaconsulting.com WINDO2 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7 -05 Description: VOGT RESIDENCE, 9420 NE 9TH AVENUE, MIAMI SHORES FLORIDA Analysis by: EDWARD TORRES, R.A. ❑ Interior Zones 1mb•mm1I -Z 94 133 End Zones E.2=13 Zones 2H and 3H represent roof overhangs Zones 1, 2, and 3 represent the roof Zones 4 and 5 represent the walls Hip Roof (7° < 0 5 27 °) Gable Roof (0 5 7 °) Gable Roof (7° < 0 545 °) Cotner Zones Rob•rama Double Click on an data entry line to receive a help Screen •••• • • • • •••• • • •••• • • • • • • • • • •• • • • • • • •• • • • • • • • •••• • • • •. • • • Page 2 of 2 • • • • • BcIS Home ! Log In I User Registration! Hot Topics! Submit Surcharge! Stats & Facts! Publications: Product Approval EDWARD TORRES, R.A. USER: Public User REGISTERED ARCHITECT ct av I c ei > ueran FtL (cation Type :ode Version Application Status i„ornments Archived mann er. Product Manufacture APR Q 7 2 010 AR d�dress/Phone/Emaibate Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory C ompliance Method F�ari Engineer or Architect Name who -developed the evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence ° AL'X VOGT Corrections or comme made on ; . • .. r ^gat submittals or shop drawings during & ! s review d O'RZMe contractor from compli3Tecce with requirements env: : and speclficatio w. `w che.•,k is only f® 'i;. a; general conformance. , eE: +% .7.he design conce Y gt !,: eject contract docurn -u - . Th'- contractodliPPfeVeltnsible for confirming and .o relatv/g all quantities end dimensions, Selecting fabricatd•m f+rvi7esses and pchniques of construction; coordinaat ,. ' s workiwith that of all other trades and performing h...ocifk in a •e and satisfactory Ca tion Drive Edgerton, OH 43517 (419) 298 -1740 sjaspetson@tttechnologies.us •••• • • Steve Jasperson: • • • •••• sjasperson@tttectihblogles.us • • • • •••• • •••• • • •••• • • •• •• • • • • • • • • • • • •• • • .... • • Exterior Doors •••• Swinging Exterior Door Assemblies Lyndon F. Schmidt, P.E. • •• • • • • • • • • • • • FBC '. • • • • Evaluation Report from a Florida Registered Arc Professional Engineer { Evaluation Report - Hardcopy Received PE-43409 National Accreditation and Management institut€ 12/31/2011 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL7730_R2 COI_CERTIFICATE OF INDEPEN[ • • • • • • • • • Summary of Products FL # M Model, Plumber or Name D Description ,... 7730.1 a a. "ClassicCraft Rustic" Series 3 3'O x 6i$:impact" opaque FirArg1as Insw wing or Outswip • • 'Limits of Use I Yes F Instdkatibn Instruetions • • Verified By: Lyndon f. Schririd ;'P I Design Pressure Ratings, - , - .. 1 on - .. F •R2 '�,. L . .9. • • CIeatgdpy Independent Th . mit Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated pate Pending FBC Approval Date Approved Standard ASTM E1300 ASTM E1300 TAS 201, 202, 203 Method 1 Option D 05/28/2009 06/02/2009 07/18/2009 08/11/2009 ' Pressure: N/A E Evaluation Reports FL7730_R2_AE_EVAL 7730.3.odf Created by Independent Third Parr 7 730.4 d d. "FiberClassic ", "SmoothStar", 3 3'0 x 6'8 "Impact" Opaque Fiberglas pmits of Use I Installation Instructions Verified By: Lyndon F. Schmidt, P.E FL7730_R2 AE_EVAL 7730.4.odf Created by Independent Third Parr 7730.5 e e. "FiberClassic °, "SmoothStar", 6 6'0 x 6'8 "Impact° Opaque Fiberglas Limits of Use I Installation Instructions Verified By: Lyndon F. Schmidt, P. FL7730_R2_AE .EVl4L7730.5.pdf CrgateQ'by Independent Third Pa?I • •• • •••• 7730.6 f f. °FiberClassic ", "SmoothStar ", 6 60 X e l " • • • ••••11 �npact Opaque Fiberglas IBacki INextl • • • • • • • • • • ,r;'.7, .f. SMOO ' ' l'of' - •ki: INSWING - 37.75 x 82.2r .., STAR OUTSWING - 37.7r x80.75" +00,0 CLASSIC CRAFT 1NSW 37.7r x 8 - -100.0 00.0 - - OUTSWING 37.7r x isoIr +100.0 -100.0 RUSTIC INSWING 37.75 x 82.25" +90.0 - 90.0 OUTSWING 37.76' x 80.75 +90.0 -90.0 FIRER CLASSIC INSWING 37.7r x82.25' +75,0 - 75.0 OUTSWING $7.75* x 80.75" +80.0 - 80.0 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING OUTSWING "IMPACT' GENERAL NOTES THEMA' TH ERMA TR U DOORS 118 INDUSTRIAL On., EDDERTON, DH 49517 TEL. (419)29E1-1740 1. This product has been evaluated and is In compliance with the 2007 Florida Buildng Code (RC) structural requirements Incltrding ihelligh Velocity likriCCIIS Zone' 2. Product anchors shall be as listed and spaced as shovvn on details. Anchor embedment to base material shall be beyond wall (freeing or stucco. 3. When used In the iivitir this product compiles with section 1626 of tba 'Florida Bukiing Code ana does not require an Impact •resistant covering. 4. When used In areas outside of the "FIVIV requg wind borne debris protection this product compiles with Section 1609.1.2 of the 2007 FOC and does not require an impact resistant covering. This product meets missile levet tr and Includes Wind Zone 4 as defined In AS13.4 E1996. 5. Fork stud Earning construclion, anchoring of these units shall be the same as thot shown for 2X buck masonry construction. 6. Site -conditions that deviate from the details of this drawing require further engineering anotyds by a licensed engineer orreglstered architect. 7 . Ouiswing configurations using threshold item 114 meet water infiltration requirements torliVI-ft. 8. Inswing conffgurations and outswing configurations using threshold Item 85 do not meet the water Inifitralion requirements far the and shall be installed only in non-habitable areas or at habitable localipre !*9teCi ciartOPY Iikflittattff goglitbeibianItheedgeXtiCarxWerAxerhang fez man degrees: MOE OF4AtgINIt___ SHIM 1 Typical etevoikwis, design pressures & general notes 2 Door panel details Smooth St booi panel details (Cassia Caft1 Do& panel details (Classic Cott Rusk) Door panel det h- Fiber Ckesic tiorkontof cross SOCHOM Vertical cross sections Buck. Immo anchoring - 2X buck mown/ coneluotion Frame anchoring - IX buck mosoniy conshootion 10 of materials & components • • •• • • • • •0 .. 0• • • • 046 •• • • • • • • • • 0 • • • • • ••O • • • • • • • • • • • • • •0• • • • • 0•• • • • • • • • 0614, • • • • • • • • • • • • .. • • • 0 • • • • • • • • • • • • • •00 0•0 •00 • .•1 • • • •0 •0• 00 • • • • • • .. • • • • • •0• 0• • • 37.7S ' MA FRAME WIDTH 35.93° MAX. SCALE 4Y#5.b AL MMUS • St 1 oF_Ig. A • 5 /7/ 08 itts. fit LFS FL-77.30.2 •. • ..• • • • •.• A.. •• • • •. • • •• •' • • • - • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •. • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • 0000000 0000000 00000000 0000000 0 0000000 000000 0000000C 00000.00 00c00000 0 000000 0.0000: 00. 360 +• 00000300 0000000 00000 0000. 00000 0000000 00000000 0000000 00000000 II O .o DETAIL A•A Pone! reinforcement —1 1.18" EXTERIOR INTERIOR () HORIZONTAL CROSS SECTION 28.86% OPEN AREA MAX. O HINGE STILE • • • • • • • ••• •• • • • ••• • • • •• • • • • •• • • • • • • • • • • • • • • •• O BOTTOM RAIL EXTERIOR INTERIOR 2 2 VERTICAL CROSS SECTION �3 p z star 2 aria 2 DATE: 5/7/08 : N.T.S. o•a sr: AL cart. sr: LFS ORAVANO NO. FL- 7730.2 • • ••• • • • •.• •• •• • . •.• •• •• • • • • • ■ 0 • • • • • • • • 0■0 • • • • • ■ • • • • • • . •••.. • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • •. • ••• ••• ••• • • I� DETAIL A -A t O DOOR PANEL ° Classic Croft 00000000 0000000 00000000 0000003 00000000 0000000 0.00.000_00 Cb0 oo 0000000 00000000 "00000 00000000 0000000 00000 0000.0 000000 0000000 00000000 0000000 00000000 DETAIL A•A Panel reinforcement TYP. 4 13 CORNERS OF PANEL 28.86% OPEN AREA MAX. 7 O HINGE STILE EXTERIOR INTERIOR 0 HORIZONTAL CROSS SECTION 3 •• • • • •• ••• •• • ••• • • • •• • • • •. • • • • • • • •• • • • • 600 •• 53 LOCK STILE SS BOTTOM RAIL EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 3 8 O Z DATE: 5/7/08 BCILE: N. T.S. ONG BY: ct LFS DRAWING NO.: FL- 7730.2 saw 3 or 1Q • • •• . • • ••• •• ••. • • • •• • • • • •..• • • • • • • . • • • ••• • • • • • • • • . • • • • ••• • • • • ••• • • • • • • .. • • • .• • '• • • • • ••• • • • • • • • • • • • • • • • ••• ••• ••• • TYP. 4 CORNERS OF PANEL O 000000 0000000 00000 0000000 000000 0 000000 .000 0000000 000000 0 0. 000000 00 0000 00 0000 0000 0000 0 0000 0 0000 • P ! • •? 0 DETAIL A•A Panel reinforcement 11 • 28.86% OPEN AREA MAX. EXTERIOR INTERIOR ° HORIZONTAL CROSS SECTION Q 2111.1, 4.05" RAIL. I ' II � I� �I �I� I mi 1 11 1 1 i O LOCK & HINGE STILE EXTERIOR INTERIOR O VERTICAL CROSS SECTION 4 we 5/7/08 SCALE: N.T.S. OM. BY: AL croc. an LFS OWNS ao.: FL- 7730.2 SHE0 4 or 10 • .•. • ••• • • • • • • • • • • pog • • • ••• • • • • • • • • • • • • • • • • • • • •• ••• • • • • • ... ••• • • • AL DETAIL A -A J Q DOOR PANEL Fiber Classic 0000000C 0000000 00000000 0000000 00000000 0000000 00000000 00000000 0000000 0000000 00000000 0000000 00000 O 0000 0 00000 0 0000000 00000000 0000000 00000000 1 DETAIL A•A Panel reinforcement 00 J 28.86% OPEN AREA MAX. 0 H 'I._ 1L EXTERIOR INTERIOR 0 HORIZONTAL CROSS SECTION 5 • . •• • • . • • • • • . . • . • • � • • • • ..• •• b3 O LOCK Sine r77 71. 0 8• • EXTERIOR INTERIOR °VERTICAL CROSS SECTION 1 Oa1E: 5/7/08 sti:E. N. T.S. Dwo. BY: AL cHx. BY LFS DRUMM NO.: FL- 7730.2 elm OF 10 • ••• • • •• • • • •• • • • ••• • • • • • ••• • • � • i • •• O • • O • • • • •• . . • • • • • • • • ••• • •• ••• • C) HONZONTAL CROSS SECTION Outswirg shown • inswing also approved INTERIOR EXTERIOR ■• •• • : ••• • • • • •• •• ••: : s i• • • • • • ••• • • ••• • • ••• •• • () HORIZONTAL CROSS SECTION shown w /t X sub -buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR EXTERIOR 0.15" CSINK INN 0 6 22 HORIZONTAL CROSS SECTION O;r'swing shown - Inswing also approved I-1/4' MIN. EMB. (1W.) s r E c r oc 10 z 0 rn DATE' 5/7/08 SCAte M.T.S. OWO. BY AL MK BY: LFS DUMB N0- FL- 7730.2 0 0 0 0 Ol 0 0 0 N • •.• • . • •• ••• ••• ••••: • • • . ••• • • • • • . •. • • ••• • • • • • • • . • • • ' • . ••• • • • • ••• • • •• • • • • • • • • • • • •••• • 1" MIN. FROM -...— MASONRY EDGE tom'.) 1 ° MIN. FROM - MASONRY EDGE -+-.- f1YP•I EXTERIOR 1 VERTICAL CROSS SECTION 7 approved Inswing c • 9 > o ° O 7 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHZ' water infiltration requirements INTERIOR •• • • • o• ••• :• :es •.- • •.. • • • • • • • • • • • •.• •• • • • 2 - 1/2 ° MIN. FROM 2.1/2" MIN. FROM -.� MASONRY EDGE - MASONRY EDGE - -�-► PTYP•) ITYP.) () VERTICAL CROSS SECTION Shown w /1X sub -buck sirbstftufng concrete screws for wood screws per Section 1714.5.4.2 of the FBC INTERIOR ° VERTICAL CROSS SECTION Outswing configuration see general notes. sheet 1 for "HVHP water infiltration requrements EXTERIOR EXTERIOR INTERIOR 4• • O 7 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for %IVHZ' water infiltration requ ( - D VERTICAL CROSS SECTION Outvoting configdration see general notes sheet 1 for "HVHT water infiltration requirements O Z • 5/7/08 • N.T.S. . er: AL out er: LFS OVAWINO nm: FL- 7730.2 shim _7_ OF 10 • ••• • • • • • : • • • • •• • • • • • • • • • • '• • • • 0 • • �. • • • •. • • • ••• • • • • • •• • • • • • • • • •• • • • • ■ • • • • • • • • • • • • • ••• • • • •. - • ••• ••• •s• • • MASONRY 1 ' MASONRY OPENING OPENING 2X BUCK- I j 1 2X BUCK EW BUCKANCHORING DP<80 BUCK ANCHORING 80<0P< = Most NOTES: __. I. l/4" E7co Concrete screws anchoring 2x buck require a minimum 1" clearance to masonry edges. a 1'.7PrIii minimumyrdeorance-to adjacent coneretescrews Sulasttfufi ®n- _..... of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations of the comers may be adjusted 10 maintain the minimum edge distance to mortar joints. if Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. • • •• • •• • •w. • • • • • • • •• • • • •• • • • • • • ••• •• HINGE JAMB MASONRY OPENING FRAME 2X BUCK HINGE DETAIL FRAME ANCHORING Masonry 2X buck construction f LATCH & QEADBOLT DETAIL .a STRIKE JAMB 1 A men 5/7/08 sole N.T.S. DWG. BY: AL aec. Eft LFS MONO No.: FL- 7730.2 sNEEr L or 1 0 m • •.• .f • • • •• •� O• • . • • •. • • • • • • • • • • • • • •• • • • • • • • • • . • • • • • . • ••• • • ••• ••• ••• • • HINGE JAMB MASONRY OPENING FRAME 1 X BUCK - lalmcfla TYP. HEAD 8 JAMBS SEE NOTE 1 YON WIMP FRAME ANCHORING Masonry I X buck construction •• • • � •o •'• ••. •••• S • • • • • • • • . • • • •. s • S • • .. ..• 8 NOTES: J_ TirfTWoartereteSeleWfdrietTortriglearm and /Orgilegofrertrminmorrr2 y2" clearance?ornasmvy edges: -l-#/4 - minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers maybe adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw . locations noted as 'MAX ON CENTER' must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws moy be required to ensure the maximum on center dimension is not exceeded. 2. 3/16" ITW concrete screws anchoring frame and /or sill require a minimum 2 -5/8" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 2 -1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. • • • •• L • tl 1 reasa STRIKE JAMB HINGE DETAIL LATCH & DF ADBOLT DETAR, SEE NOTE 2 !E 0 eve, 5/7/08 scab N.T.S. DWG, Br: AL mix. BY LFS waft NO.: FL- 7730.2 SHEET 9 OFJQ Y 0 °z 04, s s 5' a a N • ..--. - - • -- N .1 18g1 I ` i i N I I 0. Q'"' 81110GMA • • • • • • • E I►EM DESCRIPTION MATERIAL • � RIM,' • • • MATERIAL A B 1X BUCK SG >= 0.55 WOOD '30: IC CRf4FT'RUSTICbO - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 2X BUCK SG >= 0.55 WOOD • • 31 DOOR SKIN 0.090" THK. (CC RUSTIC) Fy = 6,000 PSI MIN. TOP RAIL (CLASSIC CRAFT RUSTIC) LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC) BOTTOM RAIL (CLASSIC CRAFT RUSTIC) FIBERGLASS WOOD WOOD /LVL COMP. C MAX. 1/4" SHIM SPACE WOOD 32 D 1/4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL. 33 E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 34 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT RUSTIC) FOAM CORE STEEL POLYURETHANE G 3/16" X 3-1/4' PFH ITW CONCRETE SCREW STEE 36 _ J 1/4" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 1/4" X 3-3/4" PFH LPN CONCRETE SCREW STEEL 41 DOOR SKIN 0.077 THK. (SMOOTH STAR) Fy = 6.000 PSI MIN. FIBERGLASS #10X 2 -1/2" PFH WOOD SCREW STEEL 42 TOP RAIL (SMOOTH STAR) COMP. 1 INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUM./WOOD 43 LOCK STILE (SMOOTH STAR) HINGE STILE (SMOOTH STAR) BOTTOM RAIL (SMOOTH STAR) WOOD /LVL WOOD COMP. 2 INSWING THRESHOLD (IS300HP5) ALUM. /COMP. ALUM. /COMP. 44 45 f+) INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023" THK. (SMOOTH STAR) STEEL M000 SS 1Oa3eU nat- WWa3N1 :l3flQO d PART OR ASSEMBLY: BILL OF MATERIALS & COMPONENTS OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE INSWING THRESHOLD ALUM. /COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.090" THK. (CLASSIC CRAFT) Fy = 6,000 PSI MIN. TOP RAIL (CLASSIC CRAFT) LOCK STILE (CLASSIC CRAFT) HINGE STILE (CLASSIC CRAFT) BOTTOM RAIL (CLASSIC CRAFT) FIBERGLASS COMP. WOOD /LVL WOOD/LVL COMP. 8 JAMB (PINE) SG >= 0.55 WOOD 52 9 JAMB (OAK) SG >= 0.55 WOOD 53 10 WEATHERSTRIP FOAM 54 55 11 HINGE STEEL 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT) STEEL 13 #9 X 3" PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 RBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.137" THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN. - FIBERGLASS 16 #8 X 2-1/2" PFH SCREW STEEL 62 TOP RAIL FIBER CLASSIC COMP. 17 #8 X 3/4" PFH SCREW STEEL 63 LOCK STILE (FIBER CLASSIC) HINGE STILE (FIBER CLASSIC) BOTTOM RAIL (FIBER CLASSIC) WOOD /LVL WOOD COMP. SNOISUE3a 18 KWIKSET 200 SERIES PASSAGE LOCK STEEL 64 19 KWIKSET 600 SERIES DEADBOLT STEEL 65 66 PANEL - REINFORCEMENT O.023" MIK. (FIBER CLASSIC) - STEEL POLYURETHANE 67 FOAM CORE 5.77 1 5.85' L I - \\ F =� 1 �r ri 4.57° . _ -`. , 5.87" f THRESHOLD ( 7\ 7 THRESHOLD + J I i. �a -rte ►l ' T " —� THRESHOLD THRESHOLD 31`00 3 Inswing self adjust 4 Outswing coastal O 5.63" 4.56" — 5.75" T _ M1 E N T S. dac, ecn LFS THRUM= HEAD & SIDE DRAW= NO: FT. 7730.2 O THRESHOLD O Outsw'ag standard I� Jamb 00 max.dp rating = -11-50.0psi sir .1Q. or 10 • ••• • /. •, ••• '- • .• • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• ••• • • Report No. EQ-E84 -00-04 Date: February 24, 2009 ASTME84 9- 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 Ella Illation of Equivalence of ASTM E84-00 to ASTM E84-04 Conditionissu: Condition specimens to a constant weight at the temperature and humidity stated below: 73.4 ±5°F 50±5 %RH Test Specimen: 20 -1/4" ±3/4" x 24' ±1/2 ", butted against vent end of chamber. Continuous lengti or joined end -to -end. Truly representative of the materials for which results are desired. Upstream end of ehanther shall have a 14" ±1/8" length of 16 gauge steel sheet placed on the specimen mounting ledge in front of end tinder the leading edge of the specimen. Test Atmospher e" 73.4 ±5 °F 50±5 %RH Procedure: 1. Establish dry reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.4± shall be 240±5 FPM. 3. Place specimen in the chamber and place the remova le top in position over the specimen. 4. With d operating, keep the specimen in place for 120 ,'15 seconds prior to applying test flame. 5. Ignite ( natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record dame front travel distance versus time at 30 second intervals or each 2' of flame front travel. 7. Record •hnoke density photocell at 15 second intervals R W Building Consultants, Inc. ASTME84 -04 CondWoninR: •••• Condition specimens to a constant weight at the . • •. • temperature and humidity stated ltelo»! • •••• 73.4±5 °F •• • • 50±5 %RH •••••• • • Test Specimen: •••••• 16 gauge steel sheet placed on the speciiilee mouutiflg• • ledge in front of and under the leading edge of the • •' • specimen. TestAtnioswhere: 73.4 ±5 °F 50±5%RH Procedure: 1. Establish draft reading of 0.055 to 0.100 in. of water column 2. Arithmetic average air velocity within the furnace, at 73.4±5 shall be 240±5 FPM. 3. Place the specimen in the chamber and place the removable top in position over the specimen. 4. With draft operating, keep the specimen in place for 120±15 seconds prior to applying test flame. 5. Ignite gas (natural or methane) burner adjusted to 5,000 Btu/Min. 6. Record flame front travel distance versus time at 30 second intervals or each 2'.offlame front travel. 7. Record smoke density photocell at 15 second intervals R :ILIBRARIES1Codei & Standards\TEST STANDARDSIEQUIVALENCY OF STANDARDS REPORTS\EQ- E84- 00- 04.doc •••• Page 1 of 2 •••••• • • •••••• • • • • 20" to 24" wide x 24' ±1/2" long, K e r.tqainst ve ii end • • : "• • of chamber. • •' •' Continuous length or joined end -to �• i: • " "• • T representative of the materiar fg; Ahich results are • desired. • • •••••• • Upstream end of chamber shall have a 14: ±1/ 8' 4ength of • • • • •• • ASTME8 C4nlinued Procedure continue& 8. Plot flame spread distance, temperature and change In stroke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread i calculation: 1. Determine tie total area (AT) under the flame spread ilista*ce -time graph. 2. When AT <= 97.5 ft-min., FSI = 0.515 AT. 3. When /i > 47.5 ft-min, FS1= 4900/(195 - A Smoke dev bz4ex calculation: 1. Determ a the total area (AT) under the smoke density * time graph for the specimen. 2. Determine the total area (ARed-oak) under the smoke c ensi - time graph for the Red -Oak. 3. Smoke {veloped index = AT / ARed -Oak ) times 100, then rounded to nearest multiple of 5. ASTME84 -04 Continued .Procedure contdeued 8. Plot flame spread distance, temperature and change in smoke density photocell readings separately. 9. Flame spread distance = observed distance minus 4.5 feet. Flame spread ititdex(FSI) calculation: 1. Determine the total area (A under the flame spread distance -time graph. 2. When AT <= 97.5 ft -min., FSI = 0.515 A 3. When AT > 97.5 ft-min, FSI = 49004195 - A Smoke developed index calculation: 1. Determine the total area (A under the smoke density - time graph for the specimen. 2. Determine the total area (A .) under the smoke density - time graph for the Red -Oak. 3. Smoke developed index = (A / AR ) times 100, then rounded to nearest multiple of 5. ••••• Accordingly, Other minor revisions and clarifications of the specimen size, AS'tM $84-00 i s • ... equivalent to 4STM E84 -04 referenced in the 2007 FBC and therefore meets the intentpithe cods. FL P.E. #43409 L Lyndon F. Schmidt, P.E. & Standards\TEST STANDARDS\EQUIVALENCY OF STANDARDS REPORTS\EQ- E84-00- 04.doc • • • • •• •• • ...... • • • • • •• • • • • .. • • • • ...... •••• • • ••••• Page 2 of 2 •..... • • • •••••• • 0 0000 • • •..••. • .•••• •••••• • • • •...•• • • 000000 • • Manufacturer: PF106R 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- 7730.2 R2 Date: May 27, 2009 Product Category:' Exterior Doors Product sub - category: Swinging Exterior Door Assemblies Product Name: Smooth Star, Fiber Classic, Classic Craft & Classic Craft Rustic Fiberglass Door Inswing / Outswing "Impact" Therma-Tru Corporation 118 Industrial Dr. Edgerton, OH 43517 Phone 419.298.1740 • • • • •••••• Lyndon F. Schmidt, P.E. FL No. 43409 May 27, 2009 •••• • • •••• • •••• • • 1 .11•• 1.11 • • • •••• •• • • •••1.1 •1••1• Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and•yrtdon F. ' • Schmidt, P.E. (System ID # 1998) for Therma -Tru Corporation based on Rule Chot*11o. 9B- • 72.970,!Method Id of the State of Florida Product Approval, Department of Comt'hunity Affairs : '' Florida Building Commission. •••• • •••• RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial int4rest 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- 7730.2 prepared by R W Building Consultants, Inc. and signed and sealed by jLyn ion F. Schmidt, P.E. (FL # 43409) for specific use parameters. Sheet 1 of 3 •••... • • • • ••••.• • •111 • • 1.11• 1111. • • 11111• • • 111.11 • • 1 F I k 6. Site conditions that deviate from the details of drawing FL- 7730.2 fail* furl1f • enginerig analysis by a licensed engineer or registered architect. • •.. 7. Outswwing configurations using threshold item #4 meet water infiltration regtiysiments :fqr • • r "HVHZ" r - • PFl 068 Limitations 1. This prodaxct has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 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 "HVHZ" this product complies with section 1626 of the Florida Building Code anddoes 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 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El 996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. • •.•.•: •...•• • 8. Inswing configurations and outswing configurations using threshold item #S:gpot meet. the wetter infiltration requirements for the "HVHZ" and shall be installed:only :in neat „ . habitable areas or at habitable locations protected by an overhang or canopy :such that fh • angle between the edge of canopy or overhang to sill is less than 45 degrees." " • ....' 9. See drawing FL- 7730.2 for size and design pressure limitations. Lyndon F. Schmidt, P.E. FL No. 43409 May 27, 2009 Sheet 2 of 3 •..•.• • • • • • • ..... . • • ••.•. • • •.•.• •••••• • • • 0 00000 • • .••••• • • l PF1068 Supporting Documents A Drawing 1. Drawing No. FL- 7730.2 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 1. Materials (Fiberglass door skins by Thenna -Tru) approval number NOA 06- 0406.11 issued by Miami -Dade BCCO. 2. Materials (Polyurethane foam core) testing per ASTM E84 -00a (ASTM E84-00 is equivalent to ASTM E84 -04 referenced in the 2007 FBC as evidenced by the comparison evaluation report EQ- E84 -00 -04 signed and sealed by Lyndon F. Schmidt, P.E.) as performed by Omega Point Laboratories and reported in test report 15427- 107362, signed by William E. Fitch, P.E. 3. Materials (Polyurethane foam core) testing per ASTM D1929- 96(2000)el as performed by Architectural Testing, Inc. and reported in test report ATI 67508.01 - 106 -18, signed by Joseph A. Reed, P.E. 4. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 06- 1031 -1, signed by Wendell W. Hana PE. •.•• • • • • • • ••••• •• • • C Calculations ...:.. • 1. Product anchoring for tested specimens is in accordance with man ufacturer`spubl • • recommendations as substantiated by tested specimens reported in test report L • 06 -1131- 1. Additional product anchor analysis for loading conditions prepared, signtittadil sealed• • •' • by Lyndon F. Schmidt, P.E. " •• 2. Buck anchor analysis for loading conditions prepared, signed and sealed by n F. •.•. :. Schmidt, P.E. • Lyna •• • • . D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma -Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL No. 43409 May 27, 2009 Sheet 3 of 3 ••• • •..... • • • 0 00000 • • 000 • • ..... • • 00000 ...... • • • • ..• .• •.•••0 • IMPORTANT INFORMATION: COQ CIF IMAM TO WOE CO WSW MUST SHOW MEANS OF EGRESS WHEN DOING DOORS • •■■ • ■f . .a+.rr.rryno* •,•xr• w;' •.c:+::. •..;.v +��. (7.5e Skr s* • V • 1