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941 NE 91 Terr (13)Inspection Nutt -3 -06 004 ; Inspection Date: 07/11/2006 Inspector: Grande, Claudio Owner: STOKESBERRY, JOHN Job Address: 934 91 Terrace NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: CRAWFORD DOOR CO INC Building Department Comments Monday, July 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: ilk 1 20 06. Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number (305)758 -5849 Parcel Number 1132060030140 Lot: Phone: 305 - 757 -4113 Page 2 of 2 Passed tl V ✓ Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Inspection Nutt -3 -06 004 ; Inspection Date: 07/11/2006 Inspector: Grande, Claudio Owner: STOKESBERRY, JOHN Job Address: 934 91 Terrace NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: CRAWFORD DOOR CO INC Building Department Comments Monday, July 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: ilk 1 20 06. Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number (305)758 -5849 Parcel Number 1132060030140 Lot: Phone: 305 - 757 -4113 Page 2 of 2 BUILDING IECEE PERMIT APPLICATIO BAR 2 9 20 FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) _ o11 L. StoKe5b Phone 305 15S-95'1'9 s � ' Owner's Address q34 N E, q 1 '" 1 _ r rQ c z City M arm a S h c re S State F i_ Zip '5 3 (3 2 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO X( Contractor's Company Name allt,J tuak Co Phone # (j) 757- y //3 Contractor's Address 339 IJ& 69 Si City f LO..Wtt.. State FL. Zip 33138 Qualifier TiW State Certificate or Registration No. /fi Architect/Engineer's Name (if applicable) N/A $ Value of Work For this Permit /I " • Type of Work: ['Addition ['Alteration Describe Work: ILO* (z) garage boers - g Submittal Fee $ Notary $ Scanning $ Radon $ Total Fee Now Due $ (Continued on opposite side) Training /Education Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 • x7 • ['New Zoning Code Enforcement $ Structural Plan Review. $ BY: Electrical Plumbing Mechanical Roofing 9 3 4 hi. �. �I' '(errQCe- Permit No. .COQ 804 Master Permit No. Certificate of Competency No. q913-5 / or Phone # Zip 33138 Square Footage Of Work: / /0 * * * * * * * * * * * * * * * * * * * * * * * * * * *, F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ 1j Zd e21 — CCF $ Technology Fee $ Eg Repair/Replace ❑ Demolition Bond $ CO /C 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 commenceme tRus be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the '.sent' of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature d jtt Owner or Agent The foregoing instrument was acknowledged before me this it/ day of ILI/'i2 H , 20 it , by fcI `fC k who is personally known to me or who has producenL 1 2. S3d0-473 - -0 S "O As identification and who did take an oath. NOTAR PU Sign. Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Signature Contracttor The foregoing instrument was acknowledged before me this /5 day of /A eta er , 20 06, by l)y'vi) tt who ik3ersonally known to Ole or who has produced NOTARY PUBLIC• Sign: Print: My Commission Expir as id.'tificatiop and who did take an oath. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (go Plans Examiner Engineer Zoning r ____________. NOT T® s c ptt e_ •• • • • • • • • •• • •••• • • • • • • • • • • •••• • • • •• •• • • • • • • i DdArc l6 • • • ISSUE: 179 SIGNALING INVESTORS OF GROUND FLOOR OPORTUNITIES •. • • Tf0(ltto acquire Tel Plus Group, Inc. • �lebal Metal Market in the Billions! • • •• • • • • • • • • World t ?Svelers will soon be using another product they aver stock yf.•. • • •••• •• •• TXXN TRADING AF! `30U% move expected! Stock is puise01 I t ive tu Much Aniyher levels upon completion of ▪ •Telco pitmeer's nnerger. wpb's products hundreds of millions ▪ .of interno4ier+al travel@rs VII soon have access to use. • • • • •• TRADING IS NOT A SPECTATOR SPORT, U HAVE TO BIN TO PLAY! Tenon (OTCBB:TXXN) is on the verge of acquiring TelePlus Group, a global telecommunications pioneer that is about to take the Sn'rartphone market in a new direction. Think Pa/rn (NASDAQ: PALM), up over 55U% in under :3 years, ur Research In Motion (NASDAQ: RIMM), up about 17505E 1 ►r 3,5 yeas , dkl for the PDA market. They went from nowhere tu everywhere in about 2 years and made investors in this technology piles of money. What makes Teleplus unique is its lTouch Connect (1TC) model. A global Mobile Virtual Network Operator which has bundled international long distance with unique proprietary, "content in- language," services (120 languages), making it the ultiniate tool for the typical business and individual international traveler, looking to safely and easily manage cummunicatiuns and makes TXXN an Undiscovered High Growth Opportunity with significant prospects for long -term appreciation. The Company's proprietary leading-edge technology key service ditferentiator (patent applied) is a cognitive intelligence and telecom system combination that allows the company to independently operate all of its mobile phone numbers, allowing low cost airtime without having to intervene in the worldwide partnered wireless carriers accounts. BREAKING NEWSlum MAkCH 200 Symbol TXXN Target Piic.e 1.00 Sine Point STRONG BUY New technology/small cap markets have rewarded savvy investors who invest before big news and as TXXN/Teleplus rolls out its new product it should send investors everywhere into a frenzy to own a little piece of this company. We're talking huge events like Skyne. EBay's $4.1B interne phone giant with 75M (23M Businesses) worldwide users, lust selectinu 1TG to become a Skvre Web Partner. "Live Interpreter by 'ITC' is a fee -based translation service for calls in English into French, Spanish, Cantonese or Mandarin, with more expected. Upon completion of the merger, TXXN will get acknowledged for this type of news, frequently. Additional product deployment is underway in the U.S. and European markets, after its successful beta- testing the service with Japanese travelers. High growth trend factors include the exploding Global Business Climate and International Travel Market ensure lorry term yrowth potential did create the corsditiorrs for d strony profitable business. Check out the company's web site for more information on this upcoming technology, 1Tuuch is beyond the R&D phase already and is expected to be opening ►many new markets increasing revenues and hopefully profits The greatest chance fur success is to identify the best beginning stage companies, it's been the proven way to out perform the market for over 75 years. Now is the most opportune time for investors to recognize these investments and get in. Once a company takes off, it's just another last opportunity for a great value company to provide easy profits. Buy now and yet in the genie, you have to trade to winl M,u'ket Sine, Publishes reports on select cc n paties that MS believes have investment potential. Subscriptions start at $150.00 per year and you can get the first three months free by calling the number below. MS is not a r'egiatered investment advisor or tanker dealer. Thin repent is provided as an information service only, and the statements and opinions in this spent should not be co:Busied as an offer to buy or sell any securities MS accepts no liability for a v losses occurring from the rue of this report you could lose all of your money. MS is paid fifty thoueaztd dollars castt by B1TTradcr, Inc. fw' research and distribution of ilia report. MS and B12Trader., Inc. will not buy cif sell shares in the open market at any time awing en' around the time this repent is published This report contains fcnwar'd looking statements which utvolve risk ;wit uncertainties to that may cause actual results to differ from throe set forth in these statements. For further details cotuertunA t'ia-.s and ulce'taintiei, see the S.E.C. filurgs oI 1:•32■ Copyright 2006 To be retnoved please call 1- 866 - 387 -9372 • • • • • • • • •00000 BULT,DING CODE RISTZEZO FIT Ca COONS END DOORS SITE SPECIFIC STRUCTrjra' SNOTA MAGI if.:12011 L0C,7457_0111 AND 'WM.% UDEN. BDIDDMIG DDriEj‘.1S10 ILISS THAD! 30 LDSS 93V AjE. 9/ 'IN ROOF EiGT /z_mism-m. WADIES 30 OF 0 and - 60, • , 750; - o,c/b 0 3 acrzia zDD tardilDLOAD TZ)233:1:g 1606,2B FOR BUILDDIG re.f::;OF 2:? 03T3RE B fti?„S„F. 150 VATAKID AREA. LL 322 r4 Js s.Quic.2a ream- MPOSURE : DALIE g 3-7 - 1006 177:74. - 3 7 .311TIC2NG CODE t4TII\TUr:02 T2-PC; 1 60G 0 2D i PD ElgiOSIM 5S: C5:117,7:C_tittiqr..S. 5:22.27....22 606„ 21.-1 = y 12 = 9.2,13 5:57, V -3 7.7.1.:!. 0S7b, 03 WITO r..".E. aria - CD, 0 7 .7T • •• • • • • • •••• • •• • •••• • • • • • • • • ••• • • • • • • • • •••• • • • •• • •• • • • • • •• • •• •• • • •••• • • •••• • •• •• • • • • • • • • • • • • •• •• • • •••• Eilik9K::;. ANA .-4'57 IS 0 „N., :"S : :33 0 DADE: 75T-411z FAlf• Cone 7G7.411G mpratie • MI A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens ,FL 33018 Your application for Notice of Acceptance (NOA) of: Sectional Residential Garage Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testin_ will be incurred by the manufacturer. �c- MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 ACCEPTAN E FIRES: 08/09/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building • • Code•c llroduct Review Committee to be used in Miami -Dade County, Florida under the conditions set • •• • •forth akfav�. • • • • • •••• • • • • • • •' • • • • •••• • • • •• • •• • • • • • •• •••• • • •• •• •••• • • •••• APPRO VED: 08/D9/;901 • • • •• • • • • • 1\s045000I\pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com t. DAB Door Company, Inc. ACCEPTANCE NO: 01- 0516.03 .. .. • •, • . • .. .... • • ••.. APPROVED: AUG 0 9 2001 EXPIRES: AUG 0 9 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a Sectional Steel Door as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBCC) for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Dab Sectional Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -09, titled "Sectional Residential Garage Door" prepared by Al- Farooq Corporation, dated 02/01/01 with no revisions, Sheet 1 to 3 of 3. It bears the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than those shown on the approved drawings shall qualify under this approval. 3.2 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, 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's production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 39,000 PSI or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The Sectional Door and its components shall be constructed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a Hurricane Protection System 5. LABELING 5 1 4c shall bear a permanent label with the manufacturer's name or logo, city, state and the following • st tbinent: "jvlimi Dade County Product Control Approved • •••• • • • , 6. • 1lt,DING PERMIT • • :...Q.1 1;341.441ing Permit shall be accompanied by copies of the following: ..... • 6.1 Thil jot; �e of Acceptance, including two copies of the approved drawings as identified in section 2. • 6.1.2. Any p er document required by the Building Official or the SFBC in order to properly evaluate the • • . • • • • instsallatiph of this system. Candido Font, PE, Sr. Product Control Examiner Product Control Division -2- • DAB Door Company, Inc. ACCEPTANCE NO.: 01- 0516.03 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The eng ne r need not reseal the copies. • • . • • •••• • •• • 9. Failane to complr.diith:any section of this Acceptance shall be cause for termination and removal of Acceptance. • • . • 9. .• • • • • • • • .• • This Notice of Aooeptince consists of pages 1, 2 and this last page 3. •••• •• •• • • • • • •• • • •. .. • • • • •.•. • • ..•• • • •••. • .. • • • APPROVED: AUG 0 9 2001 EXPIRES: AUG 0 9 2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- E STATEMENTS 1 Letter of Compliance issued by Al- Farooq Corporation, dated 04/04/2001 signed by H. Farooq, PE. • 2 • L M; on No- Financial Interest by Al- Farooq Corporation, dated 04/19/2001 signed by H. Farooq, PE •••• • •• • • • • • .... • • • ••.. • • • • • • • • • ' DAB Door Company, Inc. ACCEPTANCE NO: 01- 0516.03 A DRAWINGS 1. Drawing prepared by Al- Farooq Corporation titled "Sectional Residential Garage Door ", Drawing No. 01 -09 dated 02/01/01 with no revisions, sheets 1 to 3 of 3 signed and sealed by Dr. Humayoun Farooq, PE. B TEST 1. Test Report on Large Missile Impact per PA 201 and Test and Cyclic Wind Pressure Test per PA 203, of "Sectional Residential Garage Door" prepared by Hurricane Engineering and Testing Inc. Report HETI 01 -974A dated 01/29/2001 signed and sealed by 1-IM Medina, PE. 2. Test Report on Uniform Static Air Pressure Test per PA 202 and Force Entry Resistant Test, of "Sectional Residential Garage Door" prepared by Hurricane Engineering and Testing Inc., Report No. HETI 01 -969, dated 01/18/2001, signed and sealed by HM Medina, PE. C CALCULATIONS 1. Anchor Calculations dated 04/10/01, Sheets 1 through 8 of 8 prepared by Al- Farooq Corporation, • signed and sealed by H. Farooq, PE D MATERIAL CERTIFICATION 1 Tensile Test Report No. HETI 01 -T019, prepared by Hurricane Engineering Testing dated 03/01/2001, signed and sealed by HM Medina, PE. 2 Notice of Acceptance No. 98- 0904.03 & 04 issued to Apache Products Co., which expires on 01/11/02'. •••• • • • •• • •• • • • • • • • • •• • •• •• • • • • • •••• • • • • •• • • •••• • • •••• • • •• • • • • • APPROVED: AUG 0 9 2001 EXPIRES: AUG 0 9 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) Candido Font, PE, Sr. Product Control Examiner Product Control Division El DOOR HEIGHT CONSISTS OF . 6' -6" 2 SECTIONS 18' 2 SECTIONS 21' 8' -9' 1 SECTION 18' 3 SECTIONS 21" 7' 4 SECTIONS 21" - 7'-3" - - 7' -6' 5 SECTIONS 16' - 7' -9' 4 SECTIONS 18' 1 SECTION 2-1' 8' 3 SECTIONS 18' 2 SECTIONS 21' 8' -3" 2 SECTIONS 18' 3 SECTIONS 21' 8' -6' 1 SECTION 18' 4 SECTIONS 21" 8' -9' 5 SECTIONS 21' - 9' 6 SECTIONS 18' - 9'-3' 5 SECTIONS 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' :.1p =3- L1 SSrsTION 18" 5 SECTIONS 21' . -6- " 66ECTIONS 21" - 10: -9' ! SECTIONS 18" 1 SECTION 21' " 6 * 11' r5 „SEC'RONS 18" 2 SECTIONS 21' ' 11' -3' • 4. •S (0NS 18' 3 SECTIONS 21' 1 • $1' -8' s.SECTIONS 18' 4 SECTIONS 21' •' 1 t -9' .1.ONS 1 5 SEC11oNS 21' . 12 1 SECTIONS 18' 6 SECTIONS 21' • 11-3' • .I 21" - 1t--8" 11'JECTIONS 18' 2 SECTIONS 21" ' 12' -9' • Co MO )ONS 18' 3 SECTIONS 21' • • 13' • .4: $ERIONS 18' 4 SECTIONS 21' 1 33' _ 3 2V-IIONS 18' 5 SECTIONS 21' 13' -6' • 2, SE07IONS 18' 6 SECTIONS 21" "13' -9' '1 SECTION 18" 7 SECTIONS 21' ''• • 14' 8 SECTIONS 21" - 14' -3 6 SECTIONS 18" 3 SECTIONS 21" 14' -6' 5 SECTIONS 18' 4 SECTIONS 21' 14' -9' 4 SECTIONS 18' 5 SECTIONS 21' 15' 3 SECTIONS 18' 6 SECTIONS 21' 15' -3' 2 SECTIONS 18" 7 SECTIONS 21' 15' - B' 1 SECTION 18" 8 SECTIONS 21' 15' -9' 9 SECTIONS 21" 16' '8 SECTIONS 18" 4 SECTIONS 21' CENTER STILE I -- A OPTIONAL VENT MAXIMUM OPENING AREA 120 SQ. IN. MAX. DOOR WIDTH OPTIONAL FLUSH FACE WOOD GRAIN DESIGN drawing no. 01 -09 sheet 1 of 3 • • • • • • • • • OUTSIDE HANDLE .071" X 7 -1/2" GALV. STEEL W/ (6END 14 X 5 ROLLER 2/ DOOR 3" X 1 - 1/2" X 6 -1/2' X .1" STEEL WITH (2) #14 X 3/4' SELF DRILLING SCREWS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE - - W/ MIN. 5 TO 1 SAFETY FACTOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN .071" X 7-1/2" GALV. STEEL CENTER HINGE W/ (4) #14 X 1/2" SIAS SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED w/ (4) #14 X 1/2" S.M.S. 5/8' MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS CENTER STILE LOCK BAR GUIDES INSTALLED ON END STILE 18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR INSIDE EL ATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDTtION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 - 88 USING CORRESPONDING LOADS. 2, ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, HUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DET)&S ARE NOT PART OF THIS APPROVAL DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' —O" HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF Env: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 JIJL 1 N AUG ce O N 20.01. -.._ .• • • • • •„ ;• • STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16" X 1 -5/8" LAG SCREW SOUTHERN PINE 0.55 S.G.1 4 • 2 .0" X 2.19" X 3.3" X .102' s ! • • • STEEL TRACK BRACKETS ` ! EE SHEET •3" �QR SPACING • • I le • • • ••• •. •• • • - #14 X 5/6" SMS OPTIONAL STOP MOULDING 6 PER HINGE BY DOOR INSTALLER �1 3/4" MAX. • •••• • • • • z ?. /B" x .b,$" GALV. STEEL TRACK FASTTENED TO TRACK PLATES • • W/ 5/8" TRUSS HD. • SLOTTED M.S. & LOCK NUT • • • • • • • • • • • 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 1/2" X 1 -3/4" X .059" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/15" POP RIVETS 0 12" 0.C. 1 -7/8" X 2 -5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS NEI 7 -1/2" X .050" GALV. STEEL CENTER HINGE SECTION B —B #14 X 5/8" S.M.S. 4/ HINGE INTERIOR SIDE a POP RIVETS Ai, nitaA 7 -1/2" X .071" END ROLLER HINGE 3 -3/4" MIN. EDGE DIST. 3/4" X 2" X 2 -1/2" X 18 GA. STEEL (0.049'' ) _END STILE, CONNECT TO PANELS WITH FLAPS AND 3/18" ALUM RIVETS SEE DETAIL ABOVE r - �1 1/4 " . 1/2" PUNCHED HOLES 0 4" 0.C. 24 GA. STEEL PANEL 3/16" ALUM RIVETS FLAPS BENT OVER PANEL 5/16" HILTI SLEEVE ANCHORS OR EQUAL - 1 -1/2" MIN. EMBED INTO MASONRY 1 PER BRACKET 1/4 -20 SS BOLT & NUT 1.82" DIA X .50" ROLLERS W/ .44 DU,. X 4-1/4" STEM Engr, E HUTAY0UN FAROOQ 5TRUVTURES FLA. PE f 16557 JUL 12 2001 END STILE AUG 2001 0/- osi6.o3 c ) re O O 0 w 4 1= w 0 w Z 8 0 CO 0 Q LJ ZI- V) 0 — cow `O 1, a) 1 1e 3 N z = T. to F..) 2 N 1 0 drawing no. 0 1 -09 • • • • • (sheet 2 of 3 ) DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH 61 B2 B3 84 65 B6 87 B8 6' -0" 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" 78-1/4" 7' -6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED SPACING 5/16" BLOCK 1 -1/4" 11" CONC. 1 -1/4" 11" BLOCK 1 -1/4'" 14" 3/8" CONC, 1 -1/4" 17" • • • � • • • • • •I • •1 • 6 • • ••• ••• • ••• • ▪ • W •• & • • • • • •o • • • • •• 8 x w 2" SECTION A —A POP RIVETS .089" GALV. STEEL ADJUSTABLE SUDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS HORIZONTAL REINFORCEMENT 1/2' X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 2 -7/8" X 5-1/2' X 3" X .1m GALV. STEEL TOP ROLLER BRACKET (DOUBLE FASTENED W/ (6) # 14 X 5/8 S.M.S. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING R18 7/16" DIA X 3 -3/4" ROLLER SHAFT OPTIONAL INSULATIONS BY 'APACHF PRODUCTS CO' EPS- EXPANDED POLYSTYRENE DENSITY .- 1.07 PCF N.O.A. # 98- 0904.04 OR ISO -25 POLY- ISOCYANURATE DENSITY - 2.0 PCF N.O.A. IF 98- 0904.03 14 GA. GALV. STEEL ROLLER ) H 4 HINGES AS SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH >R 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL • • • • 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48" O.C. AND RUBBER WEATHERSTRIPPING 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 2 -1/2" X 4 -1/4" X .1" STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X .089" ANGLE FASTENED TO TRACK - WITH (4) 1/4 -20 SS. BOLT & NUTS z w a 0 m o D 1 1 4 ° 1 0RIZ. TRACK LENGTH OPENING HEIGHT PLUS 12" ►_HIV N TRACK CONFIGURATION CAST UM, s i CABLE RUM *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" 0.C. 14 GA. GALV. STEEL TRACK 2" X 3 -1 2" X 12 GA. TRACK BRACKETS 2 -3/16" IGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. 1 -1/2" WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL. BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1 -3/4" EMBED AND A SPACING OF 10" 0.0. OR 3/8" OIA. HILTI SLEEVE ANCHORS, 1 -3/4" MIN. EMBED AND A SPACING OF 12" 0.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS, ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS STEEL STRUCTURE BY OTHERS — MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM , { 0 .. AK. AK. iii dr. i � i A s AM/ HORIZ. TRACK SUPPORT AS REQD. BY DOOR INSTALLER 1/4" 0 HEX HEAD M.S. & LOCK NUT * 12" O.C. 1 1/4" X 2 -1/2" X 14 GA CONT. STEEL ANGLE 102" GA GALV. STEEL FLAT BRACKET * 3" LONG 0 *12` 0.C. N (3)� T SPOT WELDS A W / EACH SIDE ALTERNATE TRACK INSTALLATION MIN. EDGE DISTANCE �{ a 3 ,. 3/4" • " ,. .TYPI • DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 1 - 1/2" 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5 /8" TRUSS HD. SLOTTED IM S. & LOCK NUT 1. CODE x;.01 -4. 16.0,3 Issue Date: 4/3/2006 Owner's Name: JOHN STOKESBERRY Permit Type: Residential Construction Work Classification: Garage Door Job Address: 934 91 Terrace NE Contractor(s) CRAWFORD DOOR CO INC Phone 305 - 757 -4113 Primary Contractor Yes Comments: 2 GARAGE DOORS Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/29/2007 Type of Construction: GARAGE DOOR Stories: NA Front Setback: NA Left Setback: NA Bedrooms: NA Plans Submitted: Yes Certificate Date: 3/29/2006 Occupancy: Single Family Exterior: NA Rear Setback: NA Right Setback: NA Bathrooms: NA Certificate Status: NA Additional Info: NA 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. Fees Due CCF Education Surcharge Miscellaneous Fee Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $20.00 $100.00 $6.00 $3.00 $130.60 Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RC - - - 804 Phone: (305)758 -5849 1132060030140 Lot: PB: Total Square Feet: 0 Total Valuation: $ 1,490.00 Required Inspections Final Invoice Number RC - 4 - 06 - 24339 Total: APR 11 PAID G(- Z'1 Amt Due $130.60 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.