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WS-11-1412Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 162834 Permit Number: WS -8 -11 -1412 Scheduled Inspection Date: September 20, 2011 Inspector: Bruhn, Norman Owner: RIVERA, PETION Job Address: 10639 NE 11 Court Miami Shores, FL 33138 -2122 Project: <NONE> Contractor: AUTOMATED HOME SERVICES INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1122320280250 Phone: (305)594 -3810 Building Department Comments REPALCE GRAGE DOOR 15X7 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 19, 2011 For Inspections please call: (305)762 -4949 Page 10 of 31 1� 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 VgEWRI AUG 0 2011 gji BY: . Permit No. W v\ 1 —1-\ 9,2- Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Pet; on Pt • e r Phone #: 305 ° 7 66- 200') Address: 10 G 3' i WA. . e fi. City: Ill e o S L. ®s^ State: PL._ Zip: 33 3� Tenant/Lessee Name: id/A Phone #: Email: 1)C c r i yet' u. P, Iry o -rv► m . C. D JOB ADDRESS: 9 0 63 9 i.) E ilt" City: Miami Shores County: Miami Dade Zip: TS % 3 6 Folio/Parcel #: / I ' o2.2 3 a - O r� - d ,..5-es Is the Building Historically Designated: Yes NO ✓ Flood Zone: CONTRACTOR: Company (Name: f tin lY7,4 7i is ilt)me. SE ✓ /€�, Phone #: 3-r ''S9i1 ,og/(� Address: & ,0/O /(/ J f �t At/� City: /%%/ Air) i -- I State: rz zip: 33/ 7 7_. Qualifier Name: //Att.p 772- 242,(..11 S Phone #: 3i 74/ t10 State Certification or Registration #: E71 c Certificate of Competency #: t%P>erj //30_3 Contact Phone #: 3,6'3.-/51.3 g /O Email Address: ,il.h///D4 (4C , 771,4. e..0'"7-1 DESIGNER: Architect/Engineer: AL j%/266 4 eD/ZP 0)� hone #: 30 S' 1 g®O0 Value of Work for this Permit: $ ✓ 760. m7 Square/Linear Footage of Work: Type of Work: OAddresss�� __ Alteration ONew �Repair/Replace Description of Work: /G��G/4dd 644144" �Dei2 .. ./.5X 7 /Q. ODemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ********* * **** * *** * * *** * * * * ** ***** * * * ** Fees* *** * *** *** *a,r*** * ***** * ** * **** * * * * ** *** ** Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ Structural Review $ /l0 OD CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE ;IQ/ Q/ 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 MR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged b day of VE,20 1, by who is personally known to me or who has Signature' e 4� lid` ont�ctraor e meothis The foregoing instrument was acknowledged before me this , day of f5 ,20(\,by who is personally known to me or who has ; i duced as identification and who did take an oath. on and who did take an oath. NOT Sign: Print: My Commission Expires: * IM'IM,tf**,:1kit'lti Yt'91',t ******************* APPROVED BY NOTARY PUBLIC: r 0 tOtaltht.����Stial'J���y Sign: Print: My Co ******** *,Yir*#,4***Wl *****ir,U,t*********,4, ****, Y4e** ***Wpr********,F****4ir,6*** *** (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09Xrev6 /4/10) Plans Examiner Zoning Structural Review Clerk I..,l(w`ti OP ID: JT ACVR ®® 1/4,,... ---- CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 12/20/10 ITHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS n CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES 9ELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED tEPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(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 confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 954-883-2900 Tanenbaum Herber of Florida 2900 SW 149th Avenue 954-517 -7400 Miramar, FL 33027 -6605 Pat Murphy C EACT PHONE FAX (a/c No): rrS PPRRODU% cuSTOMERID #:AUTOM -2 INSURER(S) AFFORDING COVERAGE NAIC # INSURED Automated Home Services, Inc. Brenda Lewis 2010 NW 94th Ave. Miami, FL 33172 INSURER A:The Hartford Insurance Co. 22357 INSURER B : FCC1 insurance Co 10178 INSURER C 10/01/11 INSURER D : $ 1,000,000 INSURER E : DAMAGE$(RENTED re PREMiSf5 (Ea axurnca) INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES 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 POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR J.TR TYPE OF INSURANCE -ALM INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DDIYYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR 21UUNJT6664 10/01/10 10/01/11 EACH OCCURRENCE $ 1,000,000 X DAMAGE$(RENTED re PREMiSf5 (Ea axurnca) $ 300,000 CLAIMS -MADE X MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1,000,000 PO- -1 POLICY JET LOC Emp Ben. $ 1,000,000 A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 21U UNJT6664 10101/10 10/01/11 COMBINED SINGLE LIMIT ( accident) $ 500,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAR EXCESS LiAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ — AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y/N N /A 001WC11A65626 01/01/11 01/01112 WC STATU- OTH- TORY LIMITS ER E. L. EACH ACCIDENT $ 100,000 E.L. DISEASE - EA EMPLOYEE $ 100,000 below E.L. DISEASE - POLICY LIMIT $ 600,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Proof of insurance Only CERTIFICATE HOLDER CANCELLATION Miami Shores Village Hall - 10050 NE 2nd Avenue Miami, FL 33138 i ACORD 25 (2009/09) MIASHVL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Arrma I4",s+ ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with RNA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The cots of any improvements in the.past 12 months and the costs of any proposed improvements must be shown on the. worksIteet: The cost of improvements must include demolition, raw and finished materials (include those donated). labor (including volunicer and self-perfnned), construction supervision and management, and overhead and profit. A list of items the cost S of whitb are to be included as well as those excluded is attached for your reference; (A Copy.of the Contract most be attached) PROPERTV OWNER: Pei) Ov PERMIT ft. ( '44 [ 2-- (01e3q K.E. 11 CT a-p-L,L Siriot-6,3 1_ si3 FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPR 'EMENTS (L2 MONTI'S): COST OF •PROPOSED IMPROVEMENTS: St (Arl'ACII COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPRON'EMENTS (past and proposed): # 3 I S7P0 VALUE:ORPRINCIPALsTgurTuRt (tthdiappraisal):: OWNERS SIGNATURE: PLANREVIEWER: /fres g PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: DATE: cricle Miami -Dade My Home My Home 17nam i •e.Se0 Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator °W' Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 2232 - 028 -0250 Property: 10639 NE 11 CT Mailing PETION RIVERA Address: 3/2 Floors: 10639 NE 11 CT MIAMI Living Units: SHORES FL Adj Sq Footage: 33138- Propert y Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - $59,110 SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,143 Lot Size: 11,550 SO FT Year Built: 1962 MIAMI SHORES $257,104 ESTATES PB 47 -58 LOT Legal 9 BLK 2 LOT SIZE Description: 75.000 X 154 COC $50,000/ 25870 -0176 08 2007 5 $145,458 OR 27561 -3689 0111 01 Assessment Information: Year: 2010 2009 Land Value: $59,110 $133,167 Building Value: $136,348 $173,937 Market Value: $195,458 $307,104 Assessed Value: $195,458 $307,104 Exemption Information: Year: 2010 2009 Hgmestead: $25,000 $25,000 2nd H mestead: YES YES Taxable Value Information: Year: 2010 2009 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $145,458 $257,104 County: $50,000/ $145,458 $50,000/ $257,104 City: $50,000/ $50,000/ $145,458 $257,104 School Board: $25,000/ $170,458 $25,000/ $282,104 Sale nformation: Sale Date: 1/2011 Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2009 MY Home I Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser 0 115ft Home 1 Using Our Site 1 Phone Directory1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend N Property Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2 miamidade .goy /MyHome /propmap.asp 8/17/2011 August 2, 2011 PROJECT: AUTOMATED HOME SERVICES I AUG 0 5 2011 (GARAGE DOOR CALCULATION) PETION RIVERA 10639 NE 11 CT MIAMI SHORES, FLORIDA 33138 JOB #: AFC 11- 693 PREPARED BY: H.M. CHECKED BY: j, A DESIGN CRITERIA: 1. FLORIDA BUILDING CODE 2007 2. WIND LOADS AS PER ASCE 7 - 05 3. BUILDING HEIGHT : 10' -0" (SLOPE) NOTES: Miami Shores Village APPROVED ZONING DEPT LD A DEPT ;t;13.11-CT O COMI'I IANCE WITH ALL FEDERAL AL ANDCOlJNIVHUI .FS AND REGULATIONS BY DATE - ANY DEVIATIONS FROM CONDITIONS SHOWN ON CALCULATIONS OR DRAWINGS SHALL BE ENGINEERED SEPARATELY. - AL— FAROOQ CORPORATION WILL NOT PROVIDE A LETTER OF COMPLIANCE OR INSPECTION REPORT UNLESS CALLED DURING INSTALLATION. PREPARED BY AL- FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT CAN (EB) #3538 1235 S.W. 87TH AVE MIAMI, FL 33174 TEL.: (305) 264 -8100 FAX: (305) 262 -6978 AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :AUTOMATED HOME SERVICES PROJECT :PETION RIVERA WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -05 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 10 FT. TRIBUTARY LOAD AREA A : 75 FT-2 -4(.4)11,6 Kh = 0.85 Kd = 0.85 Kzt= 1.0 07 -27 -2011 152- : 1-5 Fr'') (. P - -I) (TABLE 6 -3, PAGE 79) (TABLE 6 -4, PAGE 80) (TOPOGRAPHIC FACTOR - FIGURE 6 -4, PAGE 45) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV-2 = 39.43 PSF GCp COEFFICIENTS (FIGURE 6 -11A, PAGE 55) ZONE 4 = +0.85 -0.95 ZONE 5 = +0.85 -1.09 GCpi COEFFICIENTS = + .18 - .18 (FIGURE 6 -5 PAGE 47) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 40.4 PSF ZONE 5 = + 40.4 PSF - 44.4 PSF - 50.1 PSF C -1 As Pie. Nom p# 10-101/4.o5, A 6'._2„ Wlaic, (&Ae1 9 .... 6604. is (1PP2ado. .o .- 56.oP5c �- o•yPsi �,�/i — by.oesF> _ So.) Ps4 a / CL -2) q0k. Gable Roof Structure 12" Overhang at garage door opening Estimated Roof Peak at 12 Feet above ground. See attached picture(s). • 15' -0" Subject Garage Door Opening o F 1' -5" 4- Elevation (West prox.) Wo&-# 10 -10 614.05 Contractor: Automated Home Services, Inc. 2010 NW 94th Avenue Doral, FL 33172 Tel: 305.594.3819 Fax: 305.591.2464 CC: 000011303 Residence of: PETION RIVERA 10639 NE 11 CT MIAMI SHORES FL 33138 - Folio: 11- 2232 - 028 -0250 Legal: MIAMI SHORES ESTATES PB 47 -58 LOT 9 BLK 2 LOT SIZE 75.000 X 154 COC 25870 -0176 08 2007 5 OR 27561 -3689 0111 01 Garage Door Location & Size SIZE FSCM NO DWG NO REV July 26, 2011 SCALE 3/16" = 1' -0" SHEET 1 OF 1 . BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 9e Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi elocity Hurricane Zone. DESCRIPTION: Model 824 Steel Sectional Garage Door up to 16' -2" wide w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 0048, titled" ectional arage Door ", dated 08/24/00, with last revision D dated 12/17/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, F.E., bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 09- 0128.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted doctunentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315.2590 F (786) 315 -2599 wwry.mlamida. e,aov/bui1dine/hgmetasu Expiration Date: February 22, 2016 Approval Date: February 09, 2011 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 00 -18, titled "Sectional Garage Door ", dated 08/24/00, with last revision D dated 12/17/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 13. TESTS 1. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09- 0128.03" 2. Test reports on 1) Uniform Static Air Pressure Test Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08 -11 06.05" 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G -40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03- 0210.04" C. CALCULATIONS "Submitted under NOA # 09- 0128.03" 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC) Letor or Carlos M. Utrera, P.E. Product Control Examiner NOA No. 10-1014.05 Expiration Date; February 22, 2016 Approval Date: February 09, 2011 E -1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. "Submitted under NOA # 05- 0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04 -A002, dated 09/27/04, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM 0638 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated 11/29/04 signed and sealed by L Ghia, P.E. 7. Test Report on Self - Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material ", prepared by ETC Laboratories, Report No. 04- 76145019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA # 09- 0128.03" 1. Statement letter of code conformance to 2007 FBC, issued by Al- Farooq Corporation, dated 12/15/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by A1- Farooq Corporation, dated 12/15/08, signed and sealed by Humayoun Farooq, P.E. f oi/u Ji/ Carlos M. Utrera, P.E. Product Control Examiner NOA No. 10-1014.05 Expiration Date: February 22, 2016 Approval Date: February 09, 2011 E -2 (sheet 1 of 5 ) 7 -1/2" X 3° X .071° GALV. STEEL ENO ROLLER HINGE W/ (6) 914 X 5/8" SMS 7 -1/2° X 2 -1/2° X 18 GA. GALV. STEEL CENTER HINGE W/ (4) 914 X 1/2" SMS LOCK 2/ DOOR 15/18"W X .15 MK. LATCH SPRING OADED SLIDE BOLT LOCK (80TH SIDES) FASTENED W/ (4) 9 14 X 1/2° S.MS. 5/8° MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NCO-PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7° X 3° X 12 GA. STILL PLATE WITH (4) 914 X 3/4° SELF DRILLING SCREWS 4 _i;►ri BRACKET STD. LIFT DOOR 000R HEIGHT CONSISTS OF 8' -8" 2 SECTIONS 18° 2 SECTIONS 21" 8' -9" 1 SECTION 18" 3 SECTIONS 21° 7' 4 SECTIONS 21° - Y -3° 13' -10° 7°.-6" 5 SECTONS 18" - 7' -9° 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18° 2 SECTIONS 21" 8' -3° 2 SECTIONS 18' 3 SECTIONS 21" 8' -8" 1 SECTION 18° 4 SECTIONS 21" 8' -9° 5 SECTIONS 21" - 9' 6 SEGTIDNS 18° - 9' -3" 5 9ECTKIN6 18" 1 SECTION 21" 9' -6" 4 SECTIONS 18" 2 SECTIONS 21" 9' -9" 3 SECTIONS 18" 3 SECTIONS 21° 10' 2 SECTIONS 18" 4 SECTIONS 21° 10' -3" 1 SECTION 18 5 SECTIONS 21 10' -6" 8 SECTIONS 21° - 10' -9" 8 SECTIONS 18 1 SECTION. 21 11' 5 SECTIONS 18° 2 SECTIONS 21° 11' -3" 4 SECTIONS 18 3 SECTIONS 21" 11' -8" 3 SECTIONS 18° 4 SECTIONS 21" 11' -9° 2 SECTIONS 18" 5 SECTIONS 21' 12' 1 SECTIONS 18 8 SECTIONS 21" 12' -3" 7 SECTIONS 21° - 12'-8" 8 SECTIONS 18° 2 SECTIONS 21" 12' -9" 5 SECTIONS 18° 3 SECTONS 24" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13' -3° 3 SECTIONS 18" 5 SECTIONS 21" 13' -e" 2 SECIION5 18° 6 SECTIONS 21" 13' -9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14'-3" 8 SECTIONS 18" 3 SECTIONS 21" 14' -8" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9" 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 8 SECTIONS 21" 15' -3" 2 SECTIONS 18 7 SECTIONS 21" 15' -6" 1 SECTION 18" 8 SECTIONS 21° 15' -9° 9 SECTIONS 21° - 18' 8 SECTIONS 18" 4 SECTIONS 21' • BRACKET LOW HEADROOM DOOR OPTION 7 -7/8° X.3 -1/8° X .010" STEEL PLATE WITH (4) 914 X 3/4" SOS CENTER STILE OUTSIDE HANDLE TOP FIXTURE 5 -112" X 2 -5/4- X 0.1' STEEL PLATE WITH ONE 5/15 -16 MS W/ NUT FASTENED TO END STILE WITH (6) 914 X 3/4° SELF DRILLING SCREWS CENTER STILES SEE SCH. OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE ( + A 1A 424 _ jr w _ y/�yi- lri- flr A�- Ir1��W� 1111=1111-11111111 11i1IlI�IIIIIU■�IIIIIIi�1111IIl II1D�R1 IvN v r �Iri�1�►�1���Lv1 II ■ ■VII ■X1111111■�1111111∎ 11111 5III�1111111�■ 1111�(II I ,V Ir /Ir 1rY1�� —I co OPTIONAL VENT 3) 5° WIDE AT 7° 0.C. MAX. 1NG AREA NOT TO EXCEED 120 SQ. IN. COLONIAL DESIGN OPTIONAL FLUSH FACE WOOD GRAIN DESIGN MAX. DOOR WIDTH LEA END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) 914 X 5 /8" SMS 78T X .6W LOCK BAR ENGAGES IN TRACK . ON EACH SIDE OF DOOR l OGRE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE 70 LOCKS SHOWN ABOVE CENTER STILES IloII 11011 *11 INT1 8 -0" TO 9' -10" DOOR WIDTHS 11N1111 10' -0 TO 1 ' -10" DOOR WIDTHS 16' -2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCHEDULE CENTER STLLES CONFNURATION ODOR WIDTHS 9 OF CENTER STILES 8'-O" TO 9' -10" 2 10'-0" TO 11'. -10" 2 12'-O" TO 13' -10" 3 14' -0" 70 15' -10" 4 15' -11" TO 18' -10" 5 DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH SIGN PRESSURE RATING + 56.0 PSF - 64.0 PSF GENERAL NOTES L THIS PRODUCT MIS BEEN DESIGNED AND 1 L TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING CONDI11ONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO MOD ONLY 1.11100 igto i 0.10. Ail kRiilLA I Will iuI WE Ilt ! *Owl 12' -0" TO 13' -10° 15 -11" TO 18' -2° DOOR WIDTHS DOOR WIDTHS PRODUCT RENEWED Sundae Cab Aacasswe No�Oj, of r.Ydr'P,11 .. r/4 Lmw g V g 0 00 t 0 0 u 6 8 e ro 4 0 °$n F' O T mwc a m i O drawing no. 00 -18 16 GA. 11 2 -1/4° X 2° GALV. STEEL U.BAR REINFORCING TRUSS 46 TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ 1W0 ® 14 X 5/6" S.M.S. AND FOUR Q STILE W/ 14 3/4" SELF DRX.UNG S. R(2) ONFORCCIINGXTRUSS ® BOTTOMM GALV. PANEL U.BAR TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5 /5° S.M.S. W/ FOUR j 1S4IX 3/4" SELF DRILLING S BOTTOM SEAL. .058 ALUM PLATE WITH 1/8° X 1" S.M.S. D 48" D.C. AND RUBBER WEATHERSTRIPPING 1 ST SECTION (BOTTOM) REINFORCING OPTIONAL STOP MOULDING BY DOOR INSTALLE STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/18" X 1 -5/8" LAG SCREW HEX WASHER HEAD RTYPE A ONE PER BRACKET SOUTHERN PINE 0.55 S.G. 16 GA. X 2 -1/4° X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES 8/ TWO # 14 X 5/6° S.M.S. DLE AND 8/ FOUR fi 14 14 3/4° SELF DRILLING SCR. 2ND SECTION REINFORCING #. 14 X 5/8° SMS 6 PER HINGE 1/2° X 1 -3/4° X 18 GA. OPEN TUBE ® TOP & BOTTOM OF EACH PANEL t6 GA.% 2 -1/4° X 2° GALV. STEEL U.BAR REINFORCING TRUSS TRUSS STILES W/ TWO FASTENED 014VX 5/8° S.M.S. DIATE WN /D FOUR Q 14 X 3/4" SELF DRILLING SCR. INTERMEDIATE SECTIONS REINFORCING 1/2" X 1 -3/4° X 18 GA. FORMED STEEL CLUED 10 PANEL AND SECURED TO END 511.E WITH 3/16" POP RIVETS QD 12" 0.C. wpm- 1 -3/16" 24 GA. STEEL PANEL FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES ®4° D.C. 16 GAX 2 -1/4° X 2° 041.V. STEEL. 011AR REINFORCING TRUSS TRUSS STILES W/ 1WO B704VERTICAL 4 sSAi,SMEDIAIE W/ FOUR B 1414 3/4" SELS DRILLING SCR. TOP SECTION REINFORCING 3/4" X 2° X 2 -1/2° X 18 GA. STEEL END STILE 1 7 8° 14 2-5/8° X 18 GA. STEEL DISTANCE # 14 X 5/8° S.M.S. 4/ HINGE POP RIVET 14" 3/8° DIA. POWER -BOLT BY 'POWERS' 2° MIN. EMBED INTO 3000 PSI MIN. CONC. . 2° MIN. EDGE DISTANCE ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACNG 1.9° X 2.19" X 3.3° X .090" STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 2 -1/8° X 1" X 14 GA. GALV. STEEL TRACK RACK PLATES W/ 1/4-20 XT 5/18° TRUSS HD. SLOTTED M.S. & LOCK NUT 7/18" PUSHNUT INSTALLED ON ROLLER SHAFT 18 GA. GALV. STEEL CENTER HINGE SECTION 8-8 INTERIOR SIDE ROLLER HINGE 1.82° DTA ROLLER JAVAD AHMAD CML FIA PE S 70592 CAN. 538 SE 14 2410 END STILE PAbDUCi R8t48W✓I2 nada, 05 Cods ,�:. r'!t ry >4 Z IF g re 8I D "I ("V o 'B ■ 1 WE L� drawing no. 00 -18 (sheet 2 o 5 POP RIVETS 2 -3/4° X 5 -1/2" X 3° X 12 GA. GALV. STEEL TOP .ROLLER BRACKET (DOUBLE) FASTENED 9/ (6) ® 14 X 5/8' 5.M.S. 14 GA. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4' HEX HEAD M. SCREWS & NUTS. HORIZONTAL REINFORCEMENT 1/2° X 1 -3/4° X 16 GA FORMED STEEL GLUED TO PANEL AND FASTENED TO VE1 3018° TIES WITH LRIVETS HORIZONTAL REINFORCEMENT 1/2" LUED X ED 70 PANEL FASTENED VERTICAL S77LES WITH (2) 3/18' POP RIVETS 1.81° DIA X 5" ROLLER SHAFT SECTION A -A OPTIONAL INSULATIONS: 8 •DPPLAST PRODUCTS LLG' EPS- EXPANDED POLYSTYRENE DENSITY a 1.05 PCF N.O.A. 907- 1107.08 OR 150 --25 POLY- ISOCYANURATE DENSITY = 2.0 PCF N.O.A. 807- 0301.10 OR OENSITIPCF N.O.A. g07- 1016.07 14 GA. GALV. STEEL ROLLER �H FASTENED S 14 X 5/16" X 1 -5/8° LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET • NORIZ. TRACK SUPPORT, CENTER SUPPORT RECD. ON DOORS EXfjEEONG 8 FT. IN HEIGHT---_,, I1 I A t'400 HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12° Ern 2 -1/2° X 4 -1/4° X 13 GA STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X 14 GA ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS 2" X 5 -1/2 X .104' V. FASTENED W/ (4) N 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY 0 -40 MIN. YIELD STRENGTH = 34 KS1 WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED 70 80TH SIDES OF STEEL 12 GA. CALV. STEEL WBOOT BOTIOM B t g/ 14 GA GALV. STEEL TRACK 2 X 2 X 1/8° HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3" O.C. REST AT 9' 0.C. CONNECTED TO FLAG BRACKET ANGLE D 708 SPRING SHAFT GUIDE WITH (2) 1/4 -20 X 5/8° 801.7 & NUT VERTICAI. TRACK 2 -1/8' X 1° X .080' SECTION A -A DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH 81 B2 '83 B4 95 86 97 Be 6' -O" 18" 18" 18" 18" N/A 1• 11 -3/4" 23" 34" 45" 56" 67" - 6' -6' 21° 18° 18" 21° N/A 1° 11 -3/4" 23" 34" 45° 56" 67" - 7' -0° 21" 21" 21" 21" N/A 1' 11 -3/4" 23" 34° 45" 56" 67° - 7'-6' 18" 18° 18" 18" 18" 1° 11 -3/4° 23" 34° 45" 56" 67" 78 -1/4" 8' -0' 21" 18" 18" 1H° 21° 1" 11 -3/4° 23" 34" 45' 56" 67" 78 -1/4" "- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" 0.C. 1.9" X 2.19 X 3.3" X .090" STEEL TRACK BRACKETS 2 -3/18" HIGH CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS.- TRACK CONFIGURATION VERTICAL UFT HIGH LIFT STANDARD LIFT LOW H ROOM DOUBLE TRACK AVAILA9LE TRACK OPTIONS PRODUCT RENEWED! g7 eemplyleg 1N8h Ahe notide BeadingCede '-I'/' Prodn4LQletot u' 8 w U 03 OD O I,j M Q Z N 0D ((j O)O I 8z ` 1c-N-92 T a 0 Q 1 8 41 a a 13 4 n drawing no. 00 -18 (sheet 3 o 5 WOOD FRAME BUILDING STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x8 STUDS. PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUD WALLS TO BE CONT. FROM FOOTING TO 11E BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE 70 PRESSURE TREATED 2X6 SYP WOOD ',IAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 10° 0.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED 8" 0.0. INTO 3000 PSI CONCRETE. MTh 1 -3/4" 8I14. EMBED 2 -1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF T' 0.C. INTO BLOCK WALL, WIT8 1 -1/2° MIN. EMBED 8° Q.C. INTO 3000 PS1 CONCRETE. WITH 1 -3/4° 818. E1.1050 3° MIN. EDGE DISTANCE 3/8° CONFLEX BY 'ELCO' OR 3/8` LOT BY VW' WITH SPACING OF 18° 0.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 3' MIN. EDGE DISTANCE 3 {8` HLC SLEEVE BY 'HILT' WITH SPACING OF . 9" 0.0. INTO 3000 WALL WITH 1 -1 WITH MIN 1-1/4' MIN. 4" MBED AND DLSI. 2 -1/2" MIN. EDGE DISTANCE WWIITEH FOUR # 5LB CELLS EXTENDING INTO F001180 ANDDIINTO TIE ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PR PARATION OF .LAMES B"Y Th RS 5/16" X 1 -5/8" LAO SCREWS AT 8" 0.C. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM S /16° Om. BOLTS WITH WASHER & NUT AT 12" 0.C. MAX. 1 -1/2" 1.„1-1/2 1 -1/4" X 2 -1/2" X 14 CA 'r— CONT. STEEL ANGLE ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE 01ST. 3/8" HLC SLEEVE BY 'HILT(' CONC. 1 -1/4" 8° 3° 1/2" HLC SLEEVE BY 'HILT(' FILLED BLOCK 1 -1/2" 8" 4" 3 /8 ".DYNABOLT BY TINY' CONC. 1 -1/2" 8" 3 -3/4" 3/8 POWER —BOLT BY 'POWERS' CONC. 2" 8° 2° 3/8" SLEEVE —ALL BY 'SIMPSONS' CONC. 1 -1/2" 8° 3-1/2" CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f "m = 2000 PSI MIN. EDGE DIST. 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12° 0.0. IN DOOR OPNG. AT 18" 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 2 -1/8" X 1° X 14 GA. GALV. STEEL TRACK TRACK PLATES W/ (2) 1/4-2055/8" TRUSS HD. SLOTTED .S. & LOCK NUT /ALTERNATE TRACK_ INSTALLATION Engr: ,L4550 *MAD CIVIL FLA. PE 70592 C.A.N. 3535 PRODUCTRBNEWBD as s omplying WINO We Rodeo Buddies Cod No © 0.5" ,/6 B LIC‘Vi z gE O O CC o u. gg � 00 0 602 0 3 8 0 N BI 8 M $ 1 0 0 r-. 1 4 1 drawing no. 00 -18 (sheet 4 of 5 ) DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER / cF #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7° 0.C. MAX. (4) #8 X 3/4° SIAS IV 1 -3/8" FROM ENDS AND 6-1/2" O.C. MAX. .175 X .082 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. .175 X .062 DEEP GROOVE (4) Q8 X 3/4° SMS 0 1 -3/8" FROM ENDS AND 6-1/2" O.C. MAX. #8 X 3/4" SMS ® 3/8" FROM ENDS AND 7" 0.C. MAX. 7/78" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. 21 3/4" MAX. WDW. WIDTH 18 1/8° MAX. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 1.725 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION ..mmoWN — r8' A, ' TA �o..ri�IV'PIVi�ra��lVi �yV Ii a 4.'V - #8 X 3/4" SMS V8 3/6" FROM ENDS AND 4-1/2° 0.0. MAX. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .175 X .062 DEEP �VE DOOR PANEL 24 GA. (.024) STEEL MIN. GLAZING 81TE WINDOW WIDTH Engr JAVAO AHMAD MIL MA. PE # 7_0592 C.A.N. 3639 SEP'1< 4 2010 PRODUCT REKtAVBD =1,yittscoasysithlbeFkalds Np /. / ac 11 �Y!IGI1l:.�li drawing no. 00-18 (sheet 5 of 5 ) in: �y�..:.'f r .