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WS-09-1755Inspection 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- 129654 Scheduled Inspection Date: November 19, 2009 Inspector: Bruhn, Norman Owner: ALLEN, LAURLE Job Address: 150 NW 100 Terrace Miami Shores, FL 33138- Project: Permit Number: WS -10 -09 -1755 <NONE> Contractor: JULIA() GARAGE DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1131010230290 Phone: 305 -826 -0250 Building Department Comments REPLACE GARAGE DOOR Passed 110-4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CL November 18, 2009 For Inspections please call: (305)762 -4949 Page 22 of 24 1l /2 Milani Shores Village• pilMCMgVIElf Building Department OCT 2 6 2009 BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building P Permit No. acp-f)55 Master Permit No. Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) ¶ L Q L A L.17 �- L Phone # 2600 i S u�VD 3 c.>l ®.- Z90 City f& /J''YU R- t State �� Zip 3 3 J ( 0 Owner's Address Roofmg 3oS 9,Z-S993 Tenant/Lessee Name Phone # Job Address (where the work is being done City Miami Shores Village FOLIO / PARCEL # 10) 0 g 0 Is Building Historically Designated YES 150 imW / ©0 je4e County Miami -Dade Contractor's Company Name Contractor's Address City oich State Qualifier Name State Certificate or Registration No. NO Zip 33 fS'Z Phone # gg4:)-005-3 Architect/Engineer's Name (if applicable) Zip Lo Phone # � , - `LDLao Certificate of Competency No. e:1 003? Value of Work For this Permit $11 000. Type of Work. _ []Addition EjAlteratioa Describe Work: Phone # Square / Linear Footage Of Work: ['New 6/Repair/Replace ❑ Demolition * * * * * * * *,* *** ** * * ***.** ** * * * * *** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ * * * * *F s * ** 110• o DPBR $ CCF $ 0460 CO /CC Technology Fee $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ (j '50 See Reverse side --> Bonding Company's Name (if applicabb 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subje, -t to attachment. Also, a certified copy of the recorded notice of commencem • - must be posted at the job site for the first ins'ectio ,'� hich occurs seven (7) days after the building permit is iss ; In the p� ce such posted notice, the inspection will, of be , roved and a reinspection jlwill be charged Owner or Agent The foreeV/ ' g instrument was acknowledged before me this q day of , 200 f , by M# 04/ Zela lY&ex , who is personally known to me or who has produced .3/4.46;16, — 6 4.(. /1 /° 0 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Contractor as acknowledged before me thisil 20 i9 by who is personally known to me or who has produced as identification and who did take an oath. My Commission Expires: NOTARY PUBLIC: Sign: Print My Comm' * * * * * * * * * * * * * * * * * * * ** * APPLICATION APPROVE (Revised 02/08/06) 6- YARET IC CASS11ILO -• ;,r MY COMMISSION # OD 828820 i,. EXPIFITE:NSotealpterbz 29, 2012 * Examiner Engineer Zoning ER ] Miarn Shores Village APPROVED BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY PULLS cNP: ' e trA •• ••• • • • • • •• • • ,111,-,;,707-,-.. • • • • • AO,- • • • • • • •• s • vr• • • �` •... • • •• • • • • .• • • ••••• • • • • •• • • • ••• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSL3 N'UIt.DING$• • • • • 2007 FLORIDA BUILDING CODE (ASCE 7- 98102/05) • BROWARD COUNTY FLORIDA • • 140 MPH 3- SECOND GUST WIND SPEED, EXPOSURE C Door Width Door Height Mean Roof Height - Design Pressure Positive Negative 8 7 v + 38.0 -47.7 9 7 15 + 37.7 -47.0 16 7 + 36.1 -43.8 18 7 + 35.7 -43.2 8 7 + 38.4 -48.3 9 7 16 + 38.1 -47.6 16 7 + 36.5 -44.4 18 7 + 36.2 -43.7 8 7 + 38.9 -48.8 9 7 17 + 38.5 -48.2 16 7 + 36.9 -44.9 18 7 + 36.6 -44.2 8 7 + 39.3 -49.4 9 7 18 + 39.0 -48.7 16 7 + 37.3 -45.4 18 7 + 37.0 -44.7 8 7 , + 39.8 -49.9 9 7 19 + 39.4 -49.3 16 7 + 37.8 -45.9 18 7 ± 37.4 -45.2 8 7 + 40.2 -50.5 9 7 20 + 39.9 -49.8 20 16 7 + 38.2 -46.4 18 7 + 37.8 -45.7 8 7 + 40.6 -51.0 9 7 21 + 40.2 -50.3 16 7 + 38.5 -46.8 18 7 + 38.2 -46.1 8 7 + 40.9 -51.4 9 7 22 + 40.6 -50.7 16 7 + 38.9 -47.3 18 7 + 38.5 -46.5 8 7 + 41.3 -51.9 9 7 23 + 40.9 -51.1 16 7 + 39.2 -47.7 18 7 + 38.8 -47.0 8 7 + 41.7 -52.3 9 7 24 + 41.3 -51.6 16 7 + 39.5 -48.1 18 7 + 39.2 -47.4 8 7 + 42.0 -52.8 9 7 25 + 41.6 -52.0 16 7 + 39.9 -48.5 18 7 + 39.5 -47.8 Notes: 1) 2) 3) 4) 5) 6) 7) • • Door Width Door Height Mean Roof Height Design Pres%dt'b' Positive l Negative 8 8 +37.6 .474• 9 8 15 + 37.3 ;46.3 16 8 + 35.7 _43.1 18 8 + 35.4 •42.4 8 8 + 38.1 -4 -47.5 9 8 16 + 37.7 -46.8 16 8 + 36.1 -43.6 18 8 +35.8 -42.9 8 8 + 38.5 -48.1 9 8 17 + 38.2 -47.4 16 8 + 36.5 -44.1 18 8 + 36.2 -43.4 8 8 + 38.9 -48.6 9 8 18 + 38.6 -47.9 16 8 + 36.9 -44.6 18 8 + 36.6 -43.9 8 8 - , + 39.4 -49.2 9 8 . 19 + 39.0 -48.5 16 8 + 37.4 -45.1 18 8 + 37.0 -44.4 8 8 + 39.8 -49.7 9 8 20 + 39.5 -49.0 16 8 + 37.8 -45.6 18 8 + 37.4 -44.9 8 8 + 40.2 -50.2 9 8 21 + 39.8 -49.5 16 8 + 38.1 -46.0 18 8 + 37.8 -45.3 8 8 + 40.5 -50.6 9 8 22 + 40.2 -49.9 16 8 + 38.5 -46.5 18 8 + 38.1 -45.7 8 8 + 40.9 -51.0 9 8 23 +40.5 -50.3 16 8 + 38.8 -46.9 18 8 + 38.4 -46.1 8 8 + 41.2 -51.5 9 8 24 + 40.9 -50.8 16 8 + 39.1 -47.3 18 8 + 38.8 -46.5 8 8 + 41.6 -51.9 9 8 25 + 41.2 -51.2 16 8 + 39.5 -47.7 18 8 + 39.1 -46.9 • •• • • • • •• •••• • • • •• • • t •••• • • •••• • •• • • • • • • • ••• • • • Design pressures calculated using calculation procedures listed in ASCE 7- 98/02105. Pressures assume the entire door's width to in the end zone (zone 5) of the building. Calculated based on enclosed building, any f slope. Importance factor 1.00, residential applicatio For mean roof heights less than 15', use 15' p ensures. Most garage door openings will not be 1 completely in zone 5. Therefore individual calculations will result in lower es. Table to only be used in conjunction with Am : Garage Doors. 165 Carriage Court. Winston -Sate , North Carolina 27105 Phone (336) 744-5100 • Fax (336) 744-5815 www.amarr.co STRUCTURAL SOLUTIONIIII S, P.A. ProjtNo.: 09 -002 5921 -G West Friendly Avenue Date: 10/16/2009 Greensboro, North Carolina 27410 • • . • • . •• • •••• . . . . •••• Garage Door Windload Design Pressures ' •••• :••••• . • • The following Design Pressures have been calculated in accordance witb.4SGE 7 -05,,, • • Section 6.5.12.4.1 for Components & Cladding, based upon the design paratmeters • •' listed below. • •• ••, . . •••• Building Address: 150 NW 100 Terrace Miami Shores Village, FL 33150 Garage Door Width: 8 ft Garage Door Height: 7.5 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 12.5 ft Minimum Building Width: 35 ft Distance from building comer to edge of garage door opening: 1.9 ft Roof Slope: >10 degrees Positive Design Pressure = 41.1 psf Negative Design Pressure = -46.3 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -05 The Importance Factor and Topographic Factor for the building are both 1.00. • • •••• • .• •• • • • •. • • •. • •••• The building and garage door measurements shown above were provided to Structural Solutions, P.A by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. The Building Official has final authority to determine the suitability of the actual conditions where the garage door is located. This document is only to be used in conjuction with Amarr Garage Doors Thomas L. Shelmerdine, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 J:12009 Projects\09 -002 Amarr 2009 Retrofit Letters \150 NW 100 Terrace Miami Shores Village FL 33150 \Garage Door Pressure Calculator.xls • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage. Court MIAMI -DADE COUNPS:,M11./DA Mh 11tO- DitORTL3 GLER i illj APING • • 140 WEST FLAG•E.$ MEET, Sum, 1603 • MI4 ,F•T,PRIDA 331 0 -1563 • • (305) 375 -2 jtJ• • FAX (3(15.) 37/-6339 • • www.miamidede.;ov/buldfnueode • • • • • •. • •. •• • Winston Salem, NC 27105 • • • • • • •, • • • 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 COp rel Division • anci • • accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where a1fo'weed by the Authority Having Jurisdiction (AHJ). • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Models 950/6551000 & 2000 Steel Sectional Garage Door (9' wide) APPROVAL DOCUMENT: Drawing No. IRC -9509- 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Tomas L. Shelmerdine, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 32,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 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 revises and renews NOA # 03- 0502.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 08-0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 Page 1 .• • • • • • Amarr Garage Doors NOTICE OF ACCEPTANCE: • • EVIDENCE SUBMITTED' • .... •••• A. DRAWINGS • 1. Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage, Model V5.5 Oa145i n?tnit (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheetosoakugh S2174 prepared by Amarr Garage Doors, dated 03/14/03, with revision A tlat4d 06/1'1/08,; signed and sealed by Thomas L. Shelmerdine, P.E. • • •••• • . B. TESTS • 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS0� X34 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06/22/06, signed and sealed by David W. Johnson, P.E. 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04/09/03, signed by Robert Kelly. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07- 816 - 20337.0, dated 03/24/08, signed by Joseph L. Doldan, P.E. C. CALCULATIONS 1. Wood jamb attachment to structure calculations, complying with FBC -2004, prepared by Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance and no financial interest, issued by Structural Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0502.01, issued to Amarr Garage Doors, approved on 09/04/03 and expiring on 09/04/08. riila arlos M. Utrera, P.E. Product Control Examiner NOA No 08- 0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 E -1 13 GA TSR MILLER HRAC EE ATTACHED 5/8' HEX HEAD ) SCREWS PER BRACKET ADJUSTABLE ROLLER CARRIER ATTACHED V/ 00 I/4• x Le' DOLT 6 NUT PER BRACKET 3 5/8' E2GA 11-TRUSS ATTACHED W/42)1/4. x2/13' HEX EACH CENT STILE 2' 10 BALL STEEL 5' STEN ROLLER TYPICAL TOP FIXTURES 148A. DURASAFE CENTER HINGE ATTACHED MIX HHA 4 TYPICAL DURASAFE CENTER HINGE° ICES, =PT e' 2 malice GA, MImalice SIGN `BAPQ BAKED POLYESTER FINISH STILE STIFFENERS (3) LOCATED IN HINGE HOLE(5) ON TOP SECTION (0.Y STILE LCICATIDN'* 1 111111141111111) IIIr11VIIIIIERIPMERIIIMIE ADJUSTABLE SLIDE BRAOMI ATTACHED WOO 1/4 -20 x 5/8' TRACK Bm.TS AND 14 GA DURASAFE A111518 I.0 ROLLER CARRIERS ATTACHED TO 3 5/8' 220A R -TRUSS V /(2) 1/4 X 5/8 HEX HEAD TABLE 4 ON PAGE 3 PER STILE PLACEMENT 9' -O' MAX HOLES FOR STRUT ATTACHMENT CIF STRUT IS REGAIRED> INSIDE ELEVATION N.T.S. 14 GA, DURASAFE END FREE ATTACHED V/ CO 1/4' x 5/8' HEX HEAD SCREWS 3 5/8' VISA R -TRIES ATTACHED V/ t4) 1/4' HEAD WS SCR 13016 HON 3/4' G TYPICAL STILE STIFFENERI c 1 SEE (TABLE 0 ON PAGE 2 FOR STRUT SPACING 2' e6GA STRUT ATTACHED V/ � HEAADD' X W SCRE AT END AND CENTER STILES ROLLER CARRIERS ATTACHED TO END STDF V/ (S) 1/4• x 5/8' HEX HEAD SCREWS PER CARRIER e' 10 BALL STEER. 9' LONG STEN ROLLER 2' 10 BALI. STEEL 5' STEM ROLLER 9.19E LOCK ENEMIES INTO VERTICAL TRACK mV BOTH SIDES 5/6' MIN CONFORKING �WSP LOCK BAR 3/4NEX HEAD SCREWS TYPICAL DURASAFE END HINGE N.T.S. TELL (SUPPLIED BY RISTAUER) CO 20 GA CENTER STILES ATTACHED 111TH tD DIG-L-LOC AT TEE 111P RAIL AND A VVEE TO INTERIOR FACE 20 GA GALA.. STEEL END STILE ATTACHED \4TH (T) MG-L. 10 DOERS SKIN AND CO M64.-LOO AT 20718 R L 5/18' x 1 5/8' LAG SCREW t1) PER JANE BRACKET 5/811X22 GA O) 1/4-20 x 5 /8'TRAG( � AND NUT PER C3 S/8' R- TRUSS) TRACKDi0&T CONT. VERTICAL OAS TRACK MOUNTING DETAIL (N ...-e6 ) N.1. TYPICAL BUi1U24 BRACKET N.T.O. GA CONMERCIAL TOP FOCl/IRE ATTACHED W <4) 1/4' x 5/8' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V /12) 1/4• x 1/e• SILT AND NUTS PER SECTION De MOE 14 GA. 3 3J8'H X 22 OA t3 5/8' R- TRUSS) GM.V. STEEL R -TRUSS ATTACHED V/ (4) 114' x 5/8' HEX HEAD SCREWS AT EACH END STILE AND E) 1/4' x 5/8' HEX HEAD SCREWS AT EACH CENTER Barton STILE STRUT' AT PANEL STEEL RETAINER V/ BETTOR SEAL SECTION A -A (SIDE VIEW) N.T.S. MIT= 44 GA. ATTACHED W(3) 1/4' X 5/8' HEX HEAD SCREWS 1111H A 13 GA BRACKET SLIDER ®WOOD JAMB ATTACHMENT TO STRUCTURE 8A FLAB BRACKET ATTACHED TO 3402* JAMB V/ <2) 6/18 DIA X -5/8' LAG DOLTS AND TO TRACK V/ (4) I/4' -20 x 5/8 TRACK SPLICE 30-TS AND RUTS LIE TR /ACKS AT THIS LOCATION 104 JAM8 21111 (2)) 5/12 BOLTS x 1-5/8' acus LAG 11 ,1 of it 4 (1) 5/16' DIA x 1 -5/8' LAG EA. 1*342 ? JAVB 12 JAMB � B TS' ATTACHED W/ (_1) 1/4' -20 x 5/6' TRACK SPLICE e0.T 8 FM SEE < TABLE 3) ON PAGE 2 FOR JARS BRACKET SPACING PRODUCTRBVI62D TRACK CONFIGURATION FOR 6'e' UP TO 14' TALL DOORS as *MOW Banes 3 X s VFANICAL_JAM8 AITACHVFNT TO NOM FRAVF S1Q31211 5/16' X 3' TAO SCREWS STARTING 8' FROM ENDS 1tEN 24' 0.C. (1 1/2' EMIT) 3 X 8 VERTICAL JAMB ATTACHMENT TO VIVO P9 COMM NOM KWB< BOLT 3/8' X 4' STARTING 8' FROM ENDS THEN 24' 0.0. (2 1/2' EMBEDMENT) 1411- ma= 3/8' X 2 -3/4° STARTING 6' FROM ENDS THEN 18' O.C. (1 1/4' 012 REDHEAD (1RU -80L1) 3/8' X 4' STARTING 8' FROM ENDS 114EN 24' 0.0. (2 1/2* IDASEGMBO) 3 X 6 VER1(C41 JAW 41121 °ENT TO C-80 7* 1Y ( MILD SLEEVE ANCHOR 3/8' X 2 -3/4' STARTING 6' FROM ENDS 1NEN 18' 0.0 (1 1/4' HTW/RAMSET TAPCON 1/4' X 2 -3/4' STARTING 8' FROM ENDS. USE PARRS OF FASTENERS (3' APART) AT 16' 0.C.(1 1/4' EM82312641) <LAGS AND 80.15 CAN HIE COUNTERSUER( 10 MONDE A FLUSH MOUNTING SURFACE. <MPRIENPIM ATANHO MOWOD 2STANIX 23/44'' NNCO 11/3 INCREASE IN ANCHOR ALLOWABLE LOAD DUE TO SHORT TIME DURATION HAS BEEN AEY BERM IF MODS DAIS BY A A19610041060164 223.363822201) OB-12 -8128 PAX 92€ 9 x 14 DESIGN LOADS +51.1 PSI: -80.3 PSI:' LARD PISSLE IMPACT •• RIAISIVEICE • • • • •• • • • • • • • • • • • • • • •• ••• •• • • • 1G4 0ABSSA E COURT 62481@1 -SA01, N4 SM5 24W21MRR.tml • • 8 MODEM 860 =MGR (24 WL) 101110• woo • • • (NOTICE 05 OM =Ma? 224 4318) 1000, GOOD • • • • 81101R. GONG. 412162, me BUD PAWLS • • 8 moo a *12 01(14/0 • IRCa9" moo 509- 180-21 EI�&R T1DC{S L SIBFIDE PL I$, eA 004362 9611 1 ff 3 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• TABLE 1 DOOR HEIGHT STRUT SPACING {BASED ON RECOMMENDED SECTION CONFIGURATION) TOP #2 A B C D E F G H T 6' 6" 51/ 1.6" . 34" 52" 21" 13'6" 21" 21" 70 1/2" 7' 5 1/2" 16" 37" 58" 13' 0" 21" 21" 21" 76 1/2" 7' 6" 6'11/2" 13" '31" 49" 67" 18" '18" 18" 82 1/2" 8' 51/2" 16" 34" 52" 70" 21" 21" 21" 861/2" 8'6" 5 1/2" '1.6" `::37" 21" 58" : 76" :: 18" 18" 94112" 9' 51/2" 13" 31" 49" 67" 85" 18" ' 21" 1001/2" 9' 61' ' 51/2" 15" '34 ". '52' 7 ' ' " 88" 106 1 /2" 10' 5 1/2" 16" 37" 58" 76" 94" 9'6" 21" 112 1/2" 10' 6" 51/' 16" . 37" 58"' 79" ;100"` 18" 18" 118.1/2" 11' 5 1/2" 16" 34" 52" 70" 88" 106" 21" 124 1/2" 11' 6" 51/2" 16" 37" 58" 76" 94 ". 112" 7 6" 1301/2" 12' 5 1/2" 16" 37" 58" 79" 100" 118" 21" 136 1/2" 126" 51/2" 16" 34" 52" .70" i,88". 106" 124" 1421/2" 13' 5 1/2" 16" 37" 58" 76" 94" 112" 130" 148 1/2" 13' 6", 51/2" 16" 37" 58 "' 79" 100" 118" 136'" 1541/2". 14' 5 1/2" 16" 37" 58" 79" 100" 121" 142" 160 1/2" TABLE 3 TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 14' 0" 21" 21" 21 "' 21" 21" 21" 21" 21" 13'6" 21" 21" 21" 21" 21" 18" 18" 21" 13' 0" 21" 21" 21" 18" 18" 18" 18" 21" 12' 6" 21" 18" '18" 18" 18" 18" 18" 21" 12'0" : 21" 21" 21" 21" 21" 18" .21" 38" 11' 6" 21" 21" 21" 18" 18" 18" 21" 11' 0" 21" -18" ' 18" 18" 1,8" 18" ' 21" 56" 10' 6" 21" 21" 21" 21" 21" 21" 88" 10' 0" . 21" 21" 21" 18" 18" 21" 68" 9'6" 21" 18" 18" 18" 18" 21" 94" 9' 0" 18" 18" 18" 18" 18" ' 18" 68" 8'6" 21" 21" 21" 18" 21" 100" 8' 0" 21" 18 ": 18" 18" 21 ". 56" 7 6" 18" 18" 18" 18" 18" 7 0" 2? 21" 21" 21" 27" 38" 6' 6" 21" 18" 18" 21" 100" DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C D E F G H I J K L M N S 6' 6" 3" 14" 27" 38" 46 ". 56" 64" 70" 7' 3" 14" 27" 38" 46" 56" 68" 76" 7 6" 3" 14" 27" 38" 46" 56" 68" 78" 82" 8' 3" 14" 27" 38" 46" 56" 68" 78" 88" 8'6" 3" 14" 27" ' 38" . 46" 56" 68" 78" 88" 94" 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 9160 3" 14" : 27". 38" , 46 ". 56" . 68" . 78n. 88" 98°— 106" 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 112" 10' 611 3" 14" 27" 38" 46" " _ ,,: "..78" 88" 100" 11.0" 118" 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124" 1116" 3u 14" 27'' " . 46"' "" .7$" 88" 100" 110" 120" 136" 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 1.216" ' 3" ' 14" 27" 38" 46" 56" 68" 78" 8€" 100" i09/ 122 132" 142" 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 13' 6n 3 "_ . 14" 27" . 38" 46" 56" ..68" 78" 88 ": 100" :109"1 22" 134",144" , 1'54" 14' 3" 14" 2T' 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" INTERIOR OF GARAGE MAX. WIDTH 9'0" +-- DESIGN LOADS +230.0 LBS/FT ® -271.4 LBS/FT 111111111111 SEE NOTE 2 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF +230.0 LBS/FT & -271.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN ROLLED FORMED, 0-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 70" HIGH CONSST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R -TRUSS PER SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. ® & THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM E330 -02, ASCE 7 -05, AND FLA. BUILDING CODE PROTOCALS TAS 201, 202, 203. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO 00 TES11NG OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTA1 E -8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACIUIIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL B. USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. • • •• •• PRODUCT REVISED msgtwlThmeFfodds DoadineCede Annum No / 7f.3 77 REV ISIXPIIM 0'EBEENS !ATE IT A A6199601102JAR; MD3.95 &ROMEO 98 -1246 9O MAX SIZE 9 z 14' DESIGN LOADS +51.1 PSF -90.3 PSF / LARGE MISSLE IMPACT • inSTArE Co • • •• • •. • • • '• • • • • • • • • • ••• • •• • 05 GRIMM COURT VII•L01- SALEM. KA 87105 VW.v0 • • •• • • • • • • ® 9tl6 1 ® 2aoo SEE IRAN K •J IA1E.03/IBT • • OMB MI ER B qatter IA, '8A>E D1p4 • p -9509- 184-21 F I N E R ROMSL 91D•WE PE 116. Ia MGM SET 2 6 3® ••• • • • • ••• • • • • • • • • • • ••* • • • • • •• •• • • ••• • • • • • • • • • • • • • •• •• ••S • • TABLE 4 Section Width (ft) Panel Type Center Stile Location (Measured from Left Edge) 3rd (in) 1st (In) 2st (in) 8.` 0 Short 24.812 48.000 71,188 8' 0 Long 24.000 48.000 72.000 8' 0 Bead 24.625 48.000 71.375 8' 2 Shat .: 24316 :' 49:000 73.884 8' 2 Long 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 8' 4 Short: 24.580 50.000 75.420 8'4 Long 25.000 50.000 75.000 8' 4 Bead 25.625 50.000 74.375 8 6 ' Short: 28.029 51:000 75.971 76.500 8' 6 Long 25.500 51.000 8' 6 Bead 28.125 51.000 75.875 8 8 Shod 28:659 52.000 77.341 8' 8 Long 26.000 52.000 78.000 8' 8 Bead 26.625 52.000 77.375 8' 10 Short 27.034 53.000 78.968 8' 10 Long 28.500 53.000 79.500 8' 10 Bead 27.125 53.000 78.875 9' 0 Short 27.598 54.000 80.404 9' 0 Long 27.000 54.000 81.000 9' 0 Bead 27.625 54.000 80.375 •• • PIWOLGAREMIED 16maebl4ei�i69e F!•Iri utee *r •01 Beigatbot r %i i"!!Z•!V R:V =PIM tf'RPM90r8 D1E BY A 10 70•R$u3 .in&PM UM 03-1208 S7 MAX aZE 9 x 14' DESIGN LOADS +81.1 PSF -80.3 PSF LARGE MISSLE IW?AC • •i"siT• ppr e • • • •• • • • •• • • • • • • • • •• ••• •• • • tall 165 CARRIAGE COURT VRIST@t- SN.EN, NO 87105 W, •• • • • • ' fume . , • a' DA%i A484 •1PdiII $ 000. 0 00 GA 00p, I •• •• •• • • • • • • O ; pN110II ® i eY *RC- 9509 - 180 -21 2020 IBM L BUSK PE1&x71ONES Silt 3 ti 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • IN THE CIRCUIT COURT OF TI IF. JUD1CIAI, C1RCUI I iN AND FOR DADE COUNTY, FLORIDA GENERAL.. JURISTICTTON DIVISION CIVII. ACTION NO. 08-04647 SEC. J5 EMC MORTGAGE CORPORATION, Plaintiff (s) / Petitioner (s) vs. PABLO BREMER; et al., Defendant (s) / Respondent (s) CERTIFICATE OF TITLE Chapter 15 THE IJNDERSIGNED CLERK OF this Court Certifies that a Certificate of Sale was executed and filed in this action on August 27, 2009, for the property described herein and that objections to the sale have either not been filed within the time allowed by statutory law or if filed, have been heard by the court. The property in Dade County, Florida and described as follows: LOT 12 AND THE EAST 1/2 OF LOT 11, BLOCK 4, OF BONMAI( PARK ADDITION, ACCORDING TO THE KKI;AT THEREOF, AS RECORDED IN PLAT BOOK 24 AT PAGE 71, OF '111E PUBLIC RECORDS OF MIAMI - DADE. COUNTY, FLORIDA Property Address: 150 NW 100 TERRACE, MIAMI SHORES, FL 33150 was sold to: S'I`C, Rir:AI:I'Y 1.1.C, 2600 ISLAND #2906, AVENTURA, FL 33160 WITNESS my hand and weal of this Court on September 9, 2009 I Iarvey Ruvin, Clerk Ariep eu Ca.