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Ws-10-1065680 NE 105 Street Miami Shores, FL 1122310120110 Block: Lot: ROBERT BENSON 1 , Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number ROBERT BENSON 8825 N BAYSHORE DR MIAMI FL 33138 -3462 1 Contractor(s) JULIAO GARAGE DOORS Phone 305 -826 -0250 Cell Phone , Type of Work: REPLACE GARAGE DOOR No of Openings: 1 Additional Info: DOOR Classification: Residential Scanning: 2 , Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $110.00 $6.00 $4.80 $125.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone , Pay Date Pay Type Invoice # WS -6 -10 -38166 06/29/2010 Check #: 6853 06/11/2010 Credit Card Amt Paid Amt Due $ 75.60 $ 50.00 $ 50.00 $ 0.00 Valuation: Total Sq Feet: $ 6,000.00 120 1 June 29, 2010 Date Applicant Cell Available Inspections: Inspection Type: , June 29, 2010 1 Lh BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder + ? ' % ' l Phone # 610 A / /0c City /J � State AL, Tenant/Lessee Name Owner's Address Job Address (where the work is being done) ,Sevinz City Miami Shores Village s ui th toi ically esig is d YES Contractor's Company Name Contractor's Address goo Cit Qualifier A''-_' Architect/Engineer's Name (if applicable) Phone # Value -o f For - this -P Type of Work: Describe Work: DAddition DAlteration ['New (We. V - ) x Submittal Fee $5.) -QD Permit Fee $ Notary $ Training/Education Fee $ Scanning $ C Q . 00 Radon $ Total Fee Now Due $ 1 - (QO (Continued on opposite side) Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 0� County Miami -Dade NO V **** ** ** * ** * * ** * * *,* * * * ** ** ** F ees * * * * * **** ** **** * ** *** * * ** * ** ** Code Enforcement $ Structural Plan Review. $ W Permit No. 5 IC — 1 O (5 Master Permit No. Plumbing Mechanical Roofing ?o5 /q 3o00 Zip 3,g /98 Phone # Zip Square Footage Of Work: / 93. 1 TocnItwn gt JUN .1. =w 1I1 BY: �Repair/Replace ❑ Demolition v s c� (i CCF $ U'l(dt / I. a Technology Fee $ 4.1sU Bond $ ^ , ' ~ ^ / ' ~ Bonding Company's Name (if applicable) Bon1iing 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 inspec ' n w,' ' . occurs seven (7) days after the building permit is iss - d In t absence of such posted notice, the inspection will not r e •.. { ove' .nd a reinspection fee will be charged. Owner or Agent The foregoing instrument was ackno day of , 20 C`by - who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 10/14/03 dged before me this As identification and who did take an oath. Signature C ntractor The foregoing in + ent was a knowledged before me this rgt/ day of / , 20, by G�� who erson y known to me or who has produced 1/4/ as identification and who did take an oath. OTARY PUBLIC: Sign: Print: My Commission Expires: (Certificate of Competency Holder) ��'1j Q���c rr��(`�4 State Certificate or Registration No. Certificate of Competency No. `-�I� t v-- U Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST FIRS INSPECTION PERMIT NOWSIQ IDI® 3 TAX FOLIO NO.) h " D9 ✓) -IN D-01 'b1 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1 . Leg description of property and street/address: J 3. Owner(s) name and address: w� s Interest in property: Name and address of fee simple titleholder: f Contractor's name and address: 3j)) �© - r r( 9 I 00-3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upo provided by Section 713.13(1)(a)7., Florida Statutes, iA Name and address: 3y 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. L jLt;date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Signature of Owner K_ Print Owner's Name '‘s Sworn to and subscribed Notary Public Print Notary's My commission expires: 123.01 -52 PAGE 4 8102 .)TATS OF FLORIDA, COUNTY OF 1 HEREBY RTIFY at this rs I0 111111/1 I=i! Jill CFN 2010R0436250 OR 8k 27335 Ps 46094 Ups) RECORDED 06/29/2010 12 :12:35 HARVEY RUVIR, CLERK OF COURT 11IAhiI - ©ADE COUNTY, FLORIDA LAST PAGE pecified) Prepared by 0 5Alfaa Address: AO S j C.1 CA, S rOurea k R 3 yiI G NI CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: Tt. PERMIT # — vQ S � \ CD ( OS ADDRESS: ‘4, 'VC )fib S BASE FLOOD ELEVATION: FOLIO NUMBER: -= ©/ a- -0 1 (t' FLOOD ZONE: COST OF PAST IMPROVEMENTS (12 MONTHS): "— U -- COST OF PROPOSED IMPROVEMENTS: C27- (ATTACH COPY OF CONTRACT) VALUE OF PRINCIPAL STRU OWNERS SIGNATURE: PLAN REVIEWER: PLAN REVIEWER SIGNATURE: 11 -12 -08 FREEBOARD: EAST OF FL.CCCL: TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 0/ C/ LIC1 (attach appraisal): ) 1, 1 201,w= :�s� 6LI33 DATE: c —I 1- 10 DATF,Ec Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/3 Floors: 2 Living Units: 1 Adj Sq Footage: 4,436 Lot Size: 31,058 SQ FT Year Built: 1950 Legal Description: 31 52 42 GOLF VIEW EST CORR PL PB 41 -58 LOT 13 & THAT PORT LOT 12 DESC BEG SW COR LOT 12 N17.5FT NELY 205.17FT TO PT ON E/L LOT 12 S95 FT W190FT TO POB Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $ 50,000/$454,875 $50,000 /$454,371 County: $50,000/$454,875 $50,000/$454,371 City: $ 50,000/$454,875 $50,000 /$454,371 School Board: $25,000/$479,875 $25,000/$479,371 Folio No.: 11.- 2231.- Q1.2. -Q11Q Property: 680 NE 105 ST Mailing Address: ROBERT BENSON &W GLINYS 680 NE 105 STREET MIAMI SHORES FL 33138 -2054 Sale Date: 11/1998 Sale Amount $492,500 Sale 0/R: 18361 -235 Sales Qualification Description: Sales which are qual led Vlew_Add tipnal Sales Year: 2009 2008 Land Value: $356,391 $620,384 uifdiYY`V lU "",- $433,947 J_ $434,078 Market Value: $790,338 $1,054,462 Assessed Value: $504,875 $504,371 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Property Information Report My Home ia ill id a ov Property Information Report Summary Details: IClose window Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: IClick here to Print] This report was created on 5/28/2010 11:15:10 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 httn_ / /gisims2.co. miami - dade.fl.us /mvhome /nrontext print.asp ?folio= 1122310120110 &cmd = 5/28/2010 Juliao Garage Doors Inc. The Lord demands fairness in every business deal "proverbs 16:11" • 8004 NW 154th St. Suite# 244 Miami Lakes, FL 33016 Phone 305- 826 -0250 Fax 305- 512 -8961 Bill To: Robert Benson 680 NE 105 ST Miami shores 33138 305 496 3000 cell 305 759 7699 fax Job Location: Same Comments or special instructions: AGREEMENT AND ACCEPTANCE OF PROPOSAL Quotation DATE May 6, 2010 Quotation # 50610 Quotation valid until :: June 10, 2010 . Descri ptior... 2 Carrige House Amarr by Design 8'6" x 7' Miami Dade code. SttuM (Ali remove old doors and haul away Installation labor for garage doors 2 lift master openers 3/4 hp with 2 remotes and key Tess entry Replace 1 wood jamd 2 x 6 x 8 pt Permit fee 50% deposit and at Completion of job installation. 41.4"/ (14 - - e")4 i TOTAL $6,170.00 $1,400.00 $750.00 $95.00 $300.00 Door are warranty by AMARR GARAGE DOORS. Labor with Juliao G,D. 1- WARRANTY.: The installed product has a full one -year warranty, which included parts and installation on normal wear and tear. The warranty excluded damages caused by user damage, improper use, or acts of God. 2- PAYMENT.: Shall be made as outlines in this document, Payment not received within the specified time frame will is charged 1.5% late charge per month. Any returned check shall be subject to a $30.00 penalty charge. This agreement or any dispute arising from it shall be govemed by and interpreted in accordance with applicable laws of the State of Florida, In the event of litigation arising our of this agreement, the prevailing party shall be entitled to en award of reasonable attomey's fees. if payment is not complete upon termination of work, any property of house involved is subject a lien. 3- All material is guaranteed to be as specified, all work to be completed in a manner according to standard practice, Any alteration from above specifications involving extra cost will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado, and other necessary insurance, Customer is responsible for providing all permits and electrical work. Acceptance of Proposal — The above price, Specifications and conditions are satisfactory and are hereby accepted, you are authorized to do the work as specified Payments will be made as outlined above. Date Of Acceptance: ..5 Signature: THANK YOU FOR YOUR BUSINESS! C ,/96q33 Ai Oak, b.: . T #:.j)5 — 10( M a^-) Snores Village APPROVED BY DATE ZONING DEPT BLDG DEPT I ', gr 4 0 S UBJECT 10 CCMPI.IANCE WITH ALL FEDERAL STATE AND CC UN IY MULES AND REGULATIONS j 1 5, 3 3 ° ti& 3 '0 Fog foirr:,{) og k)E 10 S Hibvr,; iror�sj{ -3338 7•• D 1.. �� cry' .0� STRUCTURAL SOLUTIONS, P.A. Project No.: 10 - 002 5921 -G West Friendly Avenue Date: 6/3/2010 'Greensboro, North Carolina 27410 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7 -05, Section 6.5.12.4.1 for Components & Cladding, based upon the design parameters listed below. Building Address: 680 NE 105 St Miami Shores, FL 33138 Garage Door Width: 8.5 ft Garage Door Height: 7 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 13 ft Least Overall Horizontal Dimension of Building: 52 ft Distance from building comer to edge of garage door opening: 3 ft Roof Slope: any slope Positive Design Pressure = 41.1 psf Negative Design Pressure = -46.7 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 doom1Li o �iel to be used in conjuction with Amarr Garage Doors • F ! cr° � � Bm ®m I No 0046579 Vol Itri p o A i t f 0 • •o`; oQ Oa o BQBB Blle;1 3 ® Q Thomas L. Shelmerdine, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 J:\2010 Projects \1 0-002 Amarr 2010 Retrofit Doors\680 NE 105 St Miami Shores FL 33138 \Garage Door Pressure Calculator.xls BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston- Salem, N.C. 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 Control Division 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Model 950 Heritage 1000, 2000 Short, Long and Flush Panel. APPROVAL DOCUMENT: Drawing No. IRC- 9509 - 189 -21 -I, Sheets 1 through 2 of 2, titled "Model 950 Heritage 1000, 2000 Short Panel, Long Panel, and Flush Panel ", dated 04/09/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. Bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. 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 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 375 -2908 www.miamidade.aov/buildinecode NOA No: 07- 0619.02 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 Page 1 Amarr Garage Doors. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. IRC -9509- 189 -21 -I, Sheets 1 through 2 of 2, titled "Model 950 Heritage 1000, 2000 Short Panel, Long Panel, and Flush Panel ", dated 04/09/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, PE. B. TESTS: 1. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0326.01 -07, dated 05/08/07, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subject to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by ETC Laboratories, Report # ETC -03- 816 - 13287.1, dated 07/15/03, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS: 1. Calculations prepared by Structural Solutions, P.A., Project 07 -019, dated 04/18/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. STATEMENTS: 1. Code compliance and no financial interest letter issued by Structural Solutions, PA., dated 06 /06/07, signed and sealed by T. L. Shelmerdine, P.E. 2. Notice of Acceptance request letter issued by Amarr Garage Doors, dated 06/11/07, signed by Danny Joyner, Applications Engineering Manager. E. MATERIAL CERTIFICATION: 1. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI -07 -T682, dated 04 /19/07, signed and sealed by Candido F. Font, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0619.02 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 13 GAL GALV. COMMERCIAL TOO ROLLER !RACKET ATTACHED V /(4) 1/4' x 3/4' HEX 115AD SCREWS PER BRACKET (I) 3 3/6' X 22 GA R TRIES ATTACHED V/ (m 1/4' X 3/4' HEX HEAD SCREWS PER STILE 5/16' x 1 2/8• LAG SCREW (I) PER JAMB BRACKET CI) 1/4-00 x 5/8'TR#CK SPLICE BOLT MID NUT PER JAMB BRACKET TYPICAL TOP FIXTURES O N.T.S. 3 3/4' SIDERCOM X 22 GA. (3 5/8' R- TRUSS) 2' 10 BALL STEEL 22.LER V /9' STEM AND ID 7/16' T RETAINER USED FOR THREADED FASTENERS INSIDE ELEVATION N.T.S. (3) 20 GA. CENTER STILES YWLDOIO ATTACHED WITH ON 4507702145 SEAL T01 - LOO AT THE TOP AND BY I STAUER) BOTTOM RAIL AND ADHESIVE TO INTERIOR FACE TRACK MOUNTING DETAIL N.T.S. 3 3/8' 2254. R-TRUSS ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREWS AT EACH CENTER S70.E 2' OALV. STEEL TRACK TRACK THICKNESS .083' TYPICAL DURASAFE CENTER HINGED N.LS 20 GA GALV. STEEL DOI STILE ATTACHED WITH (7) T00-L -LOO TO 002212 SKIN AND (2) � AT THE TOP AND =TOM 20 072 GALV. STEEL. UNIVERSAL DOME END STILE ATTACHED VIM (2) RIVETS OR TOG-L -LOO 70 DOORS SKIN AT TOP AND BITTEN CONT. VERTICAL JAMB DS YELLOW PONE (NO. 2 OR BETTER) CENTER HINGE ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREWS 2' 10 BALL STEEL ROLLER W /9' STEM AM0 (I) RETAINER USED FOR THREADED SHAFTS PER ROLLER 3 5/8. 2201 R -TRUSS ATTACHED V/ (4) 1/4' x 5/8' HER HEAD SCREWS 2' 20GA STRUT ATTACHED V/ (2) 1/4' X 5/5' HEX HEAD SCREWS AT END AND CENTER STILE 2. 10 BALL STEEL FILLER V /9' STEN AND U) RETAINER USED FOR THREADED SHAFTS PER ROLLER TYPICAL DURASAFE END HINGE N.1.5. 14 GA DUR(SAFE END HINGE ATTACHED V/ (2) 1/4' x 5/8' HEX HEAD SCREWS BOTTOM BRACKET 14 GA ATTACHED V /23) I/4' X 5/8' HEX HEAD SCREWS WITH A 13 GA BRACKET SLIDER WOOD JAMB ATTACHMENT TO STRUCTURE q 6 A YFxNAI 46)21 ATTACNMT TO MOO FRAME 0181208[ 0/1r X 3' TAO SERBS SEAR(PS 6' MOM E)0)S 220 24 0a (1 1/4' DDFID®10 7 X 6 VERTICAL JAMB A1i10 1M NT 10 a 000 PA *2x1172• HOD x146 005 3/B` x 4' STAMnM Y TRIM MS MN 24' O.C. (2 1/r EY190CN) MD SLIME ARCHER 3/B' x 2-3/4' SORMO 6' FROM ENDS TIE N 2E CA. CI 1/4' EMEDKENTI 8' MR 1 REDHEAD (D6) -COL1) 3/B') 4' SEA(IM0 U ENDS DON 44' CC (2 2 x 4 Ym1M'N JAMB ATTAMIMTN? TO 6-60 RI M. �H48.M SLAM ANCHOR 22/8' x 2-3/4' S(ARM TREY O 6' TR MPS D011 1C 0440 (1 1/4' 3 *ASTMS (r 1 MART) AT17 8.0. (1 1 /MP' ENDS, USE PASS 0' S AM AND 0079 CM M COOIE6WX1 TO PROM A M4SN MOOED 5X 82. ' P(DPARATION OF ROOD MUSS BT 02)69 'CONY ANCHOR EWE DISTANCE 2-3/4 24 GA MIN EXTERIOR SKIN / G-40 GALVANIZATMN ADD RAKED ON POLYESTER FINISH 1401 DU2ISAEE MILLER CARRIERS ATTACHED TO END STILE V/ CT) 1/4' x 5 /8' HEX HEAD SCREWS PER CARRIER SLIDE LOCK ENGAGES INTO VERTICAL TRACK ON BOTH SIDES 5 /8' MIN ENGAGEMENT 2131 IRMIN5 TO SFBC 3603 -E (SNAP LATCH, OR LOG( BAR OPTIONAL) ATTACH V /(2) 1/4' 3 /4'HEI( MEAD SCREWS TYPICAL BOTTOM BRACKET(d 1 r1:: rtiL9D N.T.R. N H wN hG /LA&. V/ CmYTBTN SEAL SECTION A -A (SIDE VIFW) NL3. AEV DESCRP1109 ff HEEDS A 7DHD DBE BOX 10 PEE MAX 5102 9 x 14' DESIGN LOADS +57.0 PSF -67.0 PSF LARGE MISSLE IMPACT RESISTANCE 13 GA C0DERCIAL OP FIXTURE ATTACHED V /(4) U4' x 3/4' HEX HEAD SCREWS AT EACH END STILE ADJUSTABLE SLIDE BRACKET ATTACHE! V /(0 1/4' x 1/D' MILT AND NUTS TOP SECTION 3 5/8'H X 22 GA GALV. STEM. R -18055 ATTACHED IN CENTER 87 SECTION V/ (6) 1/4' x 3/4' HEX HEAD SCREWS AT EACH STILE END HOSE 14 GA 3 5/811 X 22 GA GALV. STEEL R -TRUSS ATTACHED O) PER SECTIN V/ (3) V4' x 3/4' HEX HEAD SCREWS AT EACH EN) STILE AND (3) AT UNIVERSAL MIDDLE EN) STILE AND (2) AT EACH CENTER 0111.E (1) 2' 20 GA STRUT ON ROTTEN SECTION BDTTMM BRACKET ATTACHED V/ X3) 1/4' x 3/4' HEX READ SCREWS DIKEDt DOLE L SLIME PE TIC BA Offi78 BRT 1 IF 2 169 rAVOTAT' rmei 1014TO4 - 841 CM 11* P7109 WMAIAPPNII MODEL 950 HERITAGE 1000, 2000 Short Panel, Long Panel, and Flush Panel SIZE MN Br 9O DAIS 01/9/07 DRAW NOFR 8 ace or 841 0A1E 04{9/07 IRC -9509- 189 -21 -I 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: +258.5 LBS/FT & -301.5 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. (.022) MIN. EX1tN10R SKIN ROLLED FORMED, G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO r0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8' R -TRUSS PER SECTION AND (1) 2' 20 GA STRUT ON BOTTOM SECTION 8. 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. 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM E330 -02, ASCE 7 -02, AND FLA. BUILDING CODE PROTOCALS TAS 201, 202, 203 WIND LOAD DESIGN CRITERIA 9. 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 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 FACILMES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34,800 P51 012 MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. 13 GA. FLAG BRACKET ATTACHED TO V® JAR V/ (3) 9/16 DIA. X 1 -5/e• LAG BOLTS AND 70 TRACK V/ ON 1/4' -e0 x SIB TRACK SPLICE BELTS AND NUTS SEE <TABLE e) FOR JAMS BRACKET SPACING TRACK CONFIGURATION FOR 8'8' UP TO 14' TALL DOORS SPLICE 1RACKS AT THIS LOCATIQJ @/ 4) 1/4' -20 TRACK SPLICE BOLTS & AL75 LAO BOLTS 10 JAMB NTH (3) 5/18' CIA. x 1 -9/e (1) 0/16' DIA. x 1 - 5/B' LAO BOLT ATTACHED TO JAMB AT EA JAI® BRACKET 12 G4 OALV. 01661 ATTACHED JAMB W/ BRACKETS 1) 1/4' -20 x 8/6' TRACK SPLICE BOLT & EDIT TABLE 1 DOOR HEIGHT Btrn GALV STEEL INTERIOR IMPACT VIRDEV FRAME 5, L33' GALVVRILR SSTEELE!. 05TEXTERIOR BHPACT VBNINON FRAME TEXTE e4 GA. STEEL MGR SKIN �' � GA LA TED GLASS 2. 3/16' X (/e' SCREW - USED 70 FASTEN THE EXTF W MI/ FRAME TO 3.11/64' X 1/C' SCREW - USED TO FASTER 00066A71VE PLASTIC MOLDED WOW FRAME 70 THE ASSEMBL7 SECTION B -D IMPACT WINDOW DETAIL N.T.S. TABLE 2 INTERMEDIATE SECTION GLAZING OPTION DETAIL N.T.S. 55 -195 STRUCTURAL ADHESIVE DOOR HEIGHT TRACK ATTACHMENT x;;;;Z. ] 2` R :;; s 1:4.'A �.Kf i t © © ®®011:51©01111111MMI•111111111■11® 0101 ® ®01©®©®IIIIIIMI•IMI■IMI© ©® ®0101© ©01© ':' MINIM® 0101 ®m © ©© 68 ' . - 'itilliValliCALIAOVIERNAKAWA : ®® ®m © ® ©01®01 ®MATT II MiENIEMEILOMILIAIDICIFIIIIMIZEILIEMEININELM Ap RArcE r'. <C11 v; utiT fro; 1Jv - INTERIOR OF GARAGE —+ MAX. WIDTH 9'0' -a-- DESIGN LOADS 11 11 1 1 1 t 1 1 1 1 +256.5 LBS/FTE NOTE 2 -301.5 LBS/FT b :Iu n .3 n 3" n 3 IMPACT GLAZING FASTENER DETAIL N.T.S. REV LOOM ff REVm05 A AND 116E ROD( ID PRE MAX SIZE 6' x 14' DESIGN LOADS +57.0 PSF -87.0 PSF LARGE MISSLE IMPACT RESISTANCE DATE BT 7-3-01 BID ,Ra rAPRTAIw TAT IPT VINQT1114 -M1 x14 N,r 67101 VWax4PY MODEL 950 HERITAGE 1000, 2000 Short Panel, Long Panel, and FMeh Panel ME DRA9( B7 92 DATE NNW DRAW EMBER B DDORD BT R9 DATE N(D/07 IRC- 9509- 189 -21 —I EMI XMAS L REEK Pd IR Da COON MET 2 IT 2 17 PROPERTY ADDRESS: Coe0 (/E /e 5r4 r4 $T " '`ie.ee Fl 3 /36 LEGAL DESCRIPTION LOT 13 AND THAT PORTION OF LILT 12 DESCIUDED AS FOLLOWS: BEGINNING AT THE SOL'TEWEST fS WJ CORNER or LOT 12. THENCE NORTH 17.3 FEET ALONG THE WEST LINE OF LOT 12. THENCE NOHTHEAS[ERLY :05.17 TO .# POINT ON THE EAST LINE OF LOT 12 THENCE SOUTH 95 FEET. THENCE K•ESr 194) FEET TO THE POINT OF BEGINNING AS RECORDED tN THE CORRECTED PLAT OF GOLF VIEW ESTATES ACCORDING TO PLAT BOOK 41 AT PAGE I1 IIF THE PI IZLR RECORDS OF DADE COU' TY. FLORIDA - ATE •:f _R:DA •:sc2r=..3.2ez -.;4sa :._. DATE :. — 23 ••!9Z : 1,1 7/7 Vat •watt. 4`..ss a :sitec Date0 '. itnrnceo vat" .t..1 UQO .eti czr_ bti 0I4- sic -lc, 4 (.1 0 v : :SA}AINArt :1C1 =+r::2ST=AC -..= _ °= _.!ACE :.77 L 43s - r - •S 't 7_ -' _ =�tC.. a ... t: - _: - C. -.... :� _: _`.S .F _. _e'.t_'. :. o a r ; Y _ ^ e ms _ .. 1 .- • • . . . . .._ _ __.. ., -bY :r•.• . " - _CP.iE?z. _e -... - - - c. ___ c_ »= „c... .a';_'.1• ^- /� This emties -la/ 3 mavev :: me cre rr ':es-:e -ereon :vas a 'F E;, 7 C: ?AIRWAY TITLE COMPANY. d4C. e under :^v sueenssson anc Iena saes ssu►•a i -se-:s ase r.. wn3sun ; v G CWER & ALOY?HA A. THROWER :mss ssaneares set:ortn ev ne e•sssnt:a t3carc ca�c�sssonal Ana • . •:rr A S@ Cn -. _, - n 'O cr- a mtb .E - re g'4 : a £KWWC" gS • CO arc �,ree -acrasan:att • . ^er?cr °a ei; r87 :s CONSUMERS SAVINGS ELNK. TS SUC..eSSCIiS •r« -stir. a art: =e le!..�..es . ^ ra;e i^a nem: _ , =am rsrpn• ANDIOR :15SIGNS s'NTEREST vAY .iPP!AR qur.�evcrs mutter 2+ - t.H v. Fzrs>!a ;.amine ve4Ase. asSf>;u TITLE 3 TRUST COMPANY ?a�;•ricwc • �r E.0. i .. 424 S.W. - .i: r ..ve • �. Sf:":•. ==. :!4 'as.....,SC_'.q.• • -Y • •• lc • ZC=' J i • - — L Imo i N 1 � =neat if a 6 '2111.= f_ 1 _ 1 • 11 .„ 6 r+t w i n z z V el 7. 11 tt M rn u tt ti J7 m m CI + 3 0 il •'( • to 1 . :,m 11 ti m jj n z 14 17 u S- m l7 tlf m n - u 0 0 1 'n 0 n +n 11 Inspection Number: INSP- 149141 Permit Number: WS -6 -10 -1065 Scheduled Inspection Date: July 22, 2010 Inspector: Bruhn, Norman Owner: BENSON, ROBERT Job Address: 680 NE 105 Street Project <NONE> Miami Shores, FL Contractor: JULIAO GARAGE DOORS Building Department Comments 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: Garage Door Phone Number Parcel Number 1122310120110 Phone: 305 -826 -0250 REPLACE TWO 8 X 7 GARGE DOORS Passed i Failed Correction Needed Re- Inspection Fee July 21, 2010 24J/6 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 Page 15 of 17