Loading...
WS-10-385 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 138983 Permit Number: WS -3 -10 -385 Scheduled Inspection Date: March 30, 2010 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: LELLA, ROSE Work Classification: Garage Door Job Address: 101 NE 102 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060131790 Project: <NONE> Contractor: AUTOMATED HOME SERVICES INC Phone: (305)594 -3810 Building Department Comments Inspector Comments Passe DATE CHANGED BY HOME OWNER ROSE DELELLA FOR TUESDAY. 305- 757 -6410 Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 29, 2010 For Inspections please call: (305)762 -4949 Page 11 of 16 3 313 %f9F^ 33i�,lX3mi��yb6�ays �,E �(� f / #'L 'f 3 y Miami Shores Village Xf y 10050 N.E. 2nd Avenue , F Miami Shores, FL 33138 -0000 . Phone. (305)795'2204 Ex (ration: 091121201 X10 p Project Address Parcel Number Applicant 101 102 Street 1132060131790 ROSE LELLA Miami Shores, FL 33138- Block: Lot Owner Information Address Phone Cell ROSE LELLA 101 NE 102 ST MIAMI SHORES FL 33138 -2324 Contractor(s) Phone Cell Phone Valuation: $ 1,655.00 AUTOMATED HOME SERVICES INC (305)594 -3810 Total Sq Feet: 0 Type of Work: GARAGE DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info: BUILDING Classification: Residential Fees Due Amount Pay Date Pay Type Arnt Paid Amt Due CCF $1.20 Invoice # WS -3 -10 -37253 Education Surcharge $0.40 Permit Fee $110.00 03/10/2010 Credit Card $ 50.00 $ 66.20 Scanning Fee $3.00 03/17/2010 Check #: 32601 $ 66.20 $ 0.00 Technology Fee $1.60 Total: $116.20 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 March 17, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy March 17, 2010 1 �evo\ 3 9TH I 3 Miami Shores Village MAR 1 0 201 ko Building Department >0050 N.E.2nd Avenue, Miami ' Shores, Florida 33138 BY ' "" A " "'° Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. S PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing 2 47 z-e-d Owner's Name (Fee Simple Titleholder) / � /� c Phone # 3OS 75 7 4/to Owner's Address /®/ & ZO .;? f CitY -L& n > jj✓/) State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) le/ zu -<� T City Miami Shores Village County Miami -Dade Zip - FOLIO / PARCEL # // - 32 06, 0 - 17 0 Is Building Historically Designated YES NO Contractor's Company Name 14 ��TA / e lll eg, Phone # /D Contractor's Address ' Re /0 f1V Avg City , / State Zip �,�� 7.-:2 Qualifier Name 2 � h 1; 2Q�I S Phone # State Certificate or Registration No. , ET'® ®DO® 7,5 Certificate of Competency No. tQDjn0// 303 Architect/Engineer's Name (if applicable) - 4 6 / E "/Z Phone # j Value of Work For this Permit $ Square 1 Linear Footage Of Work: Type of Work: ElAddition DAlteration // DIVew Repair/Replace El Demolition Describe Work: �Ea°GACL� di,Q,Z, &,e zeyje— Submittal Fee S Permit Fee Fee $ !� CCF $ �_ CO/Cc- Notary $ Training/Education Fee $ Technology Fee $ I- Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now D $ (UA Q' See Reverse side -� Bonding Company's Name if applicable) ^ / Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit ' issue the absence o posted notice, the inspection will not be approved and a reinspection fee will be charged Signature X Signature Owner or Agent �aJ,4 m oC, The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me thisL day of gd& _, 20 &, by 4,O Z?/ L�� L,� day of , 20 � by a1 Zga S who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. � as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: s Sign Sign: 4,Z�� Print: ,Ce_ Al .... Print: MIM My Commission Expires: Ccn., m# DDOW188 My Commission Expires: ,�,� *vo Fbft No"Aen►ia APPLICATION APPROVED BY: /�`�� Plans Examiner Engineer Zoning (Revised 07/10/07) ,SHoRFS Miami shores Village Room Building Department 10050 N.E.2nd Avenue In Miami Shores, Florida 33138 jrR Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -- ,?O Job Name 2010 Page 1 of 1 cA 41 Building Critique She.. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 MAR 1 (i z IN M17 r C"... 0 p y :e5 dence -of Rose M, Di L 101 NE 102 St, Maori Shores, FL 3313 - 8-2324 NVIND LOAD CALCULATION BY DATE Q g 2 ®1O '',D 11N G D P BLDG DEPT � �d 'rep e SUBJECT CO CCMPI.IANCE WITH ALL FEDERAL I STATE AND C:( UN iY riULES AND REGULATIONS t-}��a ' P' 7 P Lio. No. 60734 s Hip Roof 32" Overhang Peak of roof + 5 ft See Attached Picture 0 ' T 11' -9" ih ca q 16' -0" Subject Garage Contractor: Residence of: ROSE M DI LELLA Door Opening Automated Home Services, Inc. 101 NE 102 ST 2010 NW 94 Avenue MIAMI SHORES FL 33138-2324 Doral, FL 33172 Tel 305.594.3819 Folio: 11- 3206 - 013 -1790 Fax: 305.591.2464 Legal: MIAMI SHORES SEC 1 AMD P6 10-70 LOTS 15 & 16 RLK 13 LOT CC: 000011303 SIZE IRREGULAR OR 15564 - 2709 0692 1 OR 15564 -2709 0692 00 Garage Door Location & Size SIZE FSCM No DWG No REV Date: March 9, 2010 SCALE 3116" =1' -0 SHEET 19F 1 x 3/10/2010 WIND -05 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Description: Residence of Rose M. Di Lelia Analysis by: AP Structure Type Building Importance Factor 1 Basic Wind Speed (V) 146 mph Hurricane Prone Region (V>100 mph) Struc Category (I, II, III, or M it Table 6 -2 Values Exposure (B, C, or D) C Alpha 1 9.500 Struc Nat Freq (n1 ) 1 Hz zg 1 900.000 Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 De Typ of Roof Hipped Kd Directonal Factor) 0.85 Eave Height (Eht ) 8.80 ft Ride Height (RHt) 13.80 ft Mean Roof Height (Ht 11.30 ft Width Perp. To Wind Dir (B ) 29.00 At = 0.105 Width Parai. To Wind Dir L 73.00 ft Bt = 1.000 IBM = 0.650 00, Cc = 0.200 Type of Structure I = 500.00 ft Height/Least Horizontal Dim 0.39 Epsilon = 0.200 Flexible Structure No Zmin y� = 15.00 ft ;;�,. .,� err - ..� . +�li,,,.���tur@� r"ac.. 1►7 Ii 'g� . ^�> s�cL �z Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Zm Zmin 15.00 ft Izm Cc * 33/z "0.167 0.2281 Lzm 1 *(zm/33 )"E silon 427.06 ft Q 1/(1 +0.63* Min B,L +Ht /Lzm) "0.63)) ^0.5 0.9356 Gust2 1 0 .925* 1 +1.7 *lzm*3.4 *Q / 1 +1.7*3.4 *Izm 0.8911 i g..,. , ,. G I Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fla 6-5 Internal Pressure Coefficients for Buildings. Gcvi Condition Gc I Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Eastern Engineering Group Page No.1 of 2 3/10/2010 WIND -05 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCi) Loads on Components and Cladding for Buildings w/ Ht <= 60 ft Q 5 Ht , 1�-- ' 4 4 a -- 1 5 1 a a a a Hipped Roof 7 < Theta <= 27 a = 2.9 =_> 3.00 ft Double Click on any data entiy line to receive a help Screen Component Width span Area Zone GCp Wind Press Ibfft °2 (ft) (ft) (ft" 2) Max I Min Max I Min tiara a Door 4.00 1 7.00 1 28.00 4 0.92 1 -1.02 I 43.35 I -47.29 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. Eastern Engineering Group Page No. 2 of 2 `irrf. ': { % , ' i}��fn,'i :'`• % ii: i.' �.. Vii:: ?•:•i: %:$ {:::;, _: •' � f r : r ?f r• 4 ;i .. J fit , ::., .::. �. . .0 f :�+:k':' :R•.•�, .k •q:: ••: t ' �:: ': - f ,wu `c?H.: f r to '4• >< '(r ..., ..... ,,:• :' .:.; .. ,;,, } ; y .... , •.:'• t •arf ;;tJ ?f/'N� y'cc' ;Y!.nr; !. „.•.: /"''. . f �i:C !` ..4 i e ,,:.4!'.;, :.;;p;..s;;. .t ... ..,:•. :. , 'r¢'}, }'::: ":. r. - . ....... . . . . . .. f,,.... { .. •:.r a •;:,.,•.••: ?:• .0 :... ^:' ...:' � .':. ,., • {i;': :�.;. -. {^.... \ .. :::.. ? ........ f.::: - ...f .. ; .,::...F .,; •vflx : ,t ;..../'. +4: ^: l:. ^.: r�: �.,,.: ,•. ,,. :.o...'v rt. . - a1,�,• ;:.:,. :: %.' ?:: +r.� `o ... '�..:....: ;:'::f+ :::: �:•x ? ? ?O:; :n.. .:f „v.. ,, .. - } ?- : }; . ....,.: r:+:":,r ^' : ': ' :+ r , - -.: k,:: ... ...... , :F t4 „$' ;� ..ri��.:: ,.; :rf' f ;,, {, f •E^ ^. : $r f F•: x•1.4 /s r /. .:. i:;:... v ..... :. •:..:.. ::•::•:::Fx. :Y }: {v:• :nr ....: :; } .. J :::::.v.... ff : f•'4::•:: :v: x: r. .. f•: ffti'.... . J. .F..f •.f ........ :... ............../. f.. .......fi:.v::::::::;:::nv:::::: n: S•};• }.`• }::::::::::::::::::.::::::: wv ............ v; ...,.. .: •:::.....:...f .. : :: :: r•:::::. ..... rf : . v .. , .:•: ' ::•lv :.:::., :. � �/.•,! ��?•:::: :::::.::::.•.•:.•.• :::::::::::: ..: ..... . +: r.•f J :... +Fff+ a::::f. t• : : :f . :.�'ff'r% :• :Y ....;.::. •.:,,,iy,'•,, h...: .�.: -...� .:: } } } } }:..: :::: •:,r •,: }: •• } }••:4 } }r :xr....ffff ::... l •x:.,•:4 :•. r......�:•..:3':f r�•h +:;k;•:: +.•.... f ,r?..:... :f''.• • a r ': t < :: •• }:•:4• tt :1: • F :nsJ ..:.:f1ff .:::fff ,•,..::,.ff /.J /! •:,: : ::..:} / .; ,.fJ .::..t' •.�F+ : :,.ff' : ..::J/.•. :., ” �•� >. f .....s..:rf •r .::ff:'•:4::x:r.:, .. ..... / ..:fff% , ,,/ : ...f ...�. �..�.,. '. •. :r .. ......: 1. t�•''r' rr•v: x:. : }. ti::ii v ' , '''. .. .... ::.� f::.... f �' {4:uf' J .,,i• ? +.':.:: fir.•{ /�'• {:.......f,'�r'ff .: •:: f : :... Jf : ::,fn: •f .., .. e :•�. , •:: ::::,��fff� r r f} . r :. r ... /::'r:•. �:::::,: !.`•:::::r::::::. �::::........ ' f f f ... fff'.•:::: x::•: •f::: 441:: f i•if :..f ffi': i:%%: ` % %.r•: %Si: %.i� {:i::::::i: %i + x rr�' / %. • + fv. • } }: f J •::: f rfl f •:: f J: tot+ %' f t r •,}k I. •ffir�tv� J f /•t.r it •{;' 1J• ............ :......::::. ....... .:, }x.:...? .. J r r: .. ::::::. �:::::. .f : rr 4 f. r:?:...t....:.....: :::.:.'....... •:•f.4:•::. {, •�: %. .: '��•• .. . fi? ... ... .... ............... r: ........ ...., ............ ..: ............ r................. 4..._...... ff............. .......:.....__.._:.........:.: ;;. _.::..:.: •:.. ......,:. _..: r rf. f. ...,f .... .{4: ::.v •::.::. ;.. ....:.. .{: ...... l... .......... ....x :..A•......: ..... 4............:i �x...............r........ .......... ..1.....::. :::::rr %F` v�� 4i's, } .. fr\�4'�i ......... ...r ....: L . :•: r.v rv{b,..t i ..... .. .......... ...... r............:::::: }:nv•.: �::.:.....:.. ...... n .................h.... .. f.. 1 ..:{r %4•: ?•:'::.:.r. ......x:• :: ::: fv: F...r :... ... ..r v ...: .... .. .. ............. .... .... .. ..... .... .. ..:-.- •:}. }:.v :r a: r:::• } }:•..l.+fW ..... f........ f ./ ..3 . ...:'� J:v:::::.. .:....... :. .: . .. ....... .. .... .. ..r .... , f .... ........:Y .... n..... :. N...... .. .... ::•::: .......... ...........'. ...:::o">: ':':::i:'. +:'.. ` .:.4: ":• / ff :: {:: {:: i4:•:;:;:;:$ ... ..... ..,, . ... r:.... .:•. :• :::::::::::... ...:.......... f Property Information Map Page 1 of 1 My Home Miami -Dade County, Florida MIAN11•QACE •F�, i °ar vim° Property Information Map S mmary Details: Folio No.: 11- 3206 - 013 -1790 Property: 101 NE 102 ST Mailing ROSE M DI LELLA s Address: 101 NE 102 ST MIAMI SHORES FL 33138 -2324 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 001 RESIDENTIAL- S INGLE FAMILY Beds /Baths: /3 Floors: 1 j` Living Units: 1 d' Sq Footage: 2,169 Lot Size: 11,924 SQ FT Year Built: 1955 MIAMI SHORES SEC 1 MD PB 10 -70 LOTS 15 Legal & 16 BLK 13 LOT SIZE Description: IRREGULAR OR 15564- 709 0692 1 OR 15564- 709 0692 00 Assessment Information: Edin 2009 2008 : $119 851 387,25 lue: $213,160 256,735 y e: $333,011 643 99 Digital Ortho photography - 2007 0 14 ft alue: $162,755 $162,593 Exemption Information: This map was created on 3/10/2010 9:28:17 AM for reference purposes only. ear: 2009 2008 Web Site © 2002 Miami -Dade County. All rights reserved. Homestead: $25,000 $25,000 E n , Homestead: YES YES ow: $500 $500 ior: $50,000 $50,000 Taxable Value Information: Year: 2009 2008 Applied Applied T axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,500/ $50,500/ $112,255 $112,093 C ounty: $100,500/ $100,500/ $62,255 $62,093 City: $50,500/ $50,500/ $112,255 $112,093 S chool Board: $25,500/ $25,500/ $137,255 $137,093 Sale Information: _ Sale Date: 6/1992 - S ale Amount: 152,000 S ale O /R: 15564 -2709 S ales Qualification ales which are qualified Description: View Additional Sales http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade- 3/10/2010 MIAMMADE M MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DPVISION MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -5339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildinacode DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is Ding 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 A _U 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 uirements of the This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRUMON:16' -2" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 9805, titled "Sectional Garage Door", dated 02/23 /98, with last revision E dated 12/10 /08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acptance number and expiration date by the Miami -Dade County Product Control Division. 11 MILE 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 revises NOA # 05- 0217.02 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carp 1% Utrera, P.E. NOA No. 09-0128.01 Expiration Date: July 21, 2010 1-----1 APPR0VED1 / Approval Date: March 4, 2009 D Page 1 DAB Door Comaanv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBM I TED A. DRAWINGS 1. Drawing No. 99-24, titled "Sectional Garage Door'', dated 09/22/99, with last revision E dated 03/28/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03 -1328, dated 07/15/03, signed and sealed by Rafael E. Droz -Seda, PE. 2. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" Prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03 -1329, dated 07/15/03 signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03 -T078, dated 10/31/03, signed and sealed by Rafael E. Droz -Seda, P.E. "Submitted under NOA # 05- 1217.02" 4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel Pals, 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 I. Anchor verification calculations prepared by Al -Farooq Corporation, complying with F.B.0 2007, dated 12/18/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE I. Miami Dade Building Code Compliance Office (BCCO) � 09 Carlos x Utrera, P.E. Product Control Examiner NOA No. 09- 0128.01 Expiration Date: July 21, 2010 E -1 Approval Date: March 4,2W9 PUSH NUT TOP FDCTURE 5 -1/2 X 2 -3/4' X 0.1• �~ VIENM 071 FASTENED TO END ST ILE STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT O PTIONAL AL mat 7 -1/2• X 3 X WITH 4Y GALV. STEEL END ROLLER HINGE (6) 014 X 3/4 SELF DRILLING SCREWS , CENTER STILE N9 W/ (6) 014 x 5 /8 • SUS o ® Z T9 7-1/2 X 2 -1 4' X 18 GA. 0 T9 SCH. W A GALY. STEEL HINGE iiiGGG W/ (4) 014 x 5 /8 sMS 22 �R 0 n 1 W X .15 THX. LATCH I O Q o r=,rl ED SLIDE BOLT LOCK (BOTH SIDES) r — , ' (4) 014 x 1/2' Sma B B 1 CMG G OAG a W DO O RS T° I o Q el Y 156 pW, GALV. 'CABLE 8 NiCO —PRESS W / MDT. 5 TO 1 STIFFLY � m 7'x3"X0.1 ® ® - a S ELT S // TEFL PLATE 1 p W M SELF OhTUJNG X 3 4 11 ® 1 ® N I T M BRACKET I N t d y STD- UFT DOOR LOW HEADROOM I g DOOR H DOOR OPTION — _ = — HUM 2 SECTIONS t�8' 2�s1 ai 7 -7/a x 3-1/6 x .oto - , I 0 3i y 1T -9 1 6ECBON 18' 3 SECTIONS 21 STEEL PLATE OPTIONAL VENTS OPTIONAL FLUSH FACE L - A Z Y 4 ACTIONS 21 - WITH (4) 014 X 3/4' SOS C31 S WIDE AT 7 O.C. MAX. WOOD GRAIN DESIGN ���ddd g 7 , - - - G. AREA NOT TO EXCEED 120 Sq. IN. MAX. DOOR WIDTH N m S SECTIONS I - 16 -2' Y 4 SECTIONS tr 1 MOTION 21" ° STI DAB DOOR MODEL 824 _ r 3 SECTIONS 1r z SMT as 21 OUTSIDE END SrLE INSIDE ELEVATION 6• -3 2 SECTIONS tr 3 SMTOS 21' HAN= RAISED PANEL EMBOSSED DOOR MAX. SIZE 16' -2" WIDE X 16'-0" HIGH 9'-9 t SECTION t21 4 SECTIONLS zt• s SECTIONS z 24 GA. ROLL FORMED STEEL r-9• 21 - 9' 6 SECTIONS it - -3' s SECTIONS Ir 1 9ECnoN zl LOCI BAR GWOES DESIGN PRESSURE RATING = + 48.0 PSF 9• 4 SEMM tr 2 SECTIONS 21 0WALLEO ON END SOLE - 52.0 PSF 9' e' — 3 SWTIO S , 3 sECrMWS 21 WITH (4) 014 X 5 11 gds THIS PRODUCT Di RATED FOR LARGE MISSILE IMPACT c LOCK BAR 10' 2 9ECIM S t r 4 SEanONS 21' ° Q X k 10 i SECTION 1r s SECTIONS 21' ENGAGES W GENERAL NOTES 10'-6• 6 SEC710NS 21 - ON EACH SIDE OF DOOR CEW7'ER STILES SGIEa2.E •A L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 10•-9 9 SEC=m 1 1 SECTION 21' 11• S SECTIONS it 2 SEarm 21' DENIER STILES OQII�URAION REQUIRE1WINfs OF THE FLOM BW INCLUDING CODE 2004/2007 EIMM C UDING 8 11 4 SEMIONR 16 SECTIONS 21" .� a L.E KEYED LOCK I� DOOR WI DTHS 0 OF CENTER STILES VELOCITY VElo HURRICANE ZONE. 4 SECTIONS 2V LOCK OAR LOOKING SHOWN 11'-9' 2 SECTIONS 7r S sWn= 21 ALTERNATE TO LOCKS 9i�NW A90VE VII ® 17� TTo 91 -10• 2 E- ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETfL d ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL � 12' 1 SWims 1r s SECIION6 2t 1 '-0• TO t5 -f0' 3 DRESSING OR STUCCO. O 12• - 7 SECTIONS 2r - 8' TO 9' - 10' t4' To iS' - t0' 4 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL S 12' a sTi=m te• 2 S•Tias 21• DOOR WIDTF6 - iS' -it•'m 18' -2' S 4. ANCHORING OR I== CONDITIONS OTHER THAN THOSE SHOWN IN 12'-s" S smoms to 3 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL 15 4 SEC 4 IONS 1 a1RM.'TIONLR 21 S. A LOAD OVAU ' ® ®® ®® 15-r 3 SECTIONS 1 S STIONS 21' N DOOM IS USED IN DESIGN OF ANCLORS INTO WOOD ONLY. dr 13'-9' 2 SWIIONS it a SWnONS 21• YOON FAqOOQ +t lhfl� t 15-9' 1 SWIM tr 7 SECIIa0.4 21• n n n RA. F E t • � � �' 14 a SECTIONS SECTIONS 21• - 10'-0 TO 11 -10 _I I 14 TO 18 -10' I CA . / of h 14• -r s swoon 19' 3 9WnM 21 14 S SWROS Ur 4 SECTIONS 21 DOOR WIDTHS DOOR WIDTHS N "� 14 4 513.MIDNS iB s Swam 21 ((II���;;� 1Y 2 SECTIONS I 7 sECtIOtNS 21' ® ®®®'� ® ® 0 dfoWing AO. 15 1 SEMIONI 19 8 SEMMUS 21 98 - 18-9' 9 SECTIONS 21• - I 12' -0' TO 13 -10 -I 1S -11 TO 16*-2 16' Slxn0N14 t 4 somas 21 DOOR WIDTHS DOOR WIDTHS sheet 1 of 5 24 GX STEEL PANEL-I X - - - �� _ '� GALV. STEP. U.B0.R REINFORC 2• ING TRUSS I Z �� • TOP OF PANEL TRUSS FASTENED TO VERTICAL eJTERMEDNTE STELES W/ TWO ¢14 X S /B• S.M.S. AND TO END STILE FLAPS BENT OVER PANEL W/ FOUR #14 X 3/4' SELF MUM S. PUNCHED 4 OLES 18 GA % 2 -1 /4 X 3/4' X 2' 0. i i TRUSS FASTENED TO VERTIM INTERMEDIATE SLOES I 1� 2-1/4 �x REINFORCING 3/4 x z' TRUSS W/; 14 x S/8 S.MS. AND TO END STILE .i o7 p & $ ® BOTTOM OF PANEL TRUSS FASTENED TO W/ FOUR / 14 X 3/4 SETS DRIWNG SCR. 1 p O Siii 91 X 5/8 INTERMEDIA END STILE 1 GAW. STEEL u eAR 3 / D1FORa MG TRUSS - - i U. Q to E W/ FOUR /14 % 3/4' SELF 1x1R11NG S. W FA5f 1 E END S TILE F 1 3� W/ FOUR 8 14 X 3/4' SE]F ORILUNG SCR. u 1/2' X 1 -3/4' X 18 G0.. I I OPEN TUBE - O TOP & BOTTOM ° 9y� OF EACH PANEL 3/18 POP RIVET . � r AT 4 O.C. p0 D ® (3) FOR 18 STILES $ M ® LU BOTTOM SEAL 0 .058 ALUM PLATE _ � 1 / RUB �TFHERSTWPPING .C. END STILE l Z Z F tri .024 STL PANEL to O 1ST SECTION (BOTTOM) fNTERMEDWTE SECTIONS TOP SECTION ouTSDE of owl o b 3 REINFORCING REINFORCING REINFORCING $ Z OPTIONAL DOOR STOP STEEL TRACK BRACKET FASTENED 70 JAMB WOOD JAMB 14 X 518" SUB 3 4 X 2' X 2 -1/2' % STEEL 5/18' X 1 -5/8 T4 SCREW ENjp .049• PANELS WITH (FULLY d PER �j 0 FLAPS AND (g�(6) 3/18" ALUM RIVETS SOLID BRASS DOOR VIEWER HEx WASHER HEAD TTPE 1 /2' x 1-3/4 x .058• FORMED STEEL. SEE DETAIL ABOYE SOUTHERN PrNE GLUED TO PANEL AND SECURED TD B RE' Y 'SCHLAGE SECURITY HARDWA O.NS S.G. END STILE WITH (4) 3/18 POP RIVETS RJSTALLED IN 9/18 DIX HOLES IN CENTER STILE 1-7/5" SERE. / GLUED AND RIVETED p EDGE '�°� POSITIONED AT EYE LEVEL . .� TO PANEL W/ (4) 3/16• RNE[S POP 2' MIN. 4 144 X 5/8 SUS S ` : °..�1 -3/16 HINGE l.• b. � I � 1 -3/18' 3/8 POWER -BOLT BY 'POKERS' m e 2' MM. EMBED INTO CONC. 8 d 2' MML EDGE DST. ONE PER BRACKET .. ! o w 1.9 X 2.19 X 3.3' X .090' SEE SHEET 3 FOR BRACKET SPACING STEEL. TRACK BRACKETS I SEE SHEET 3 FOR SPACING En4+' 1 STRUCT+ITRES F Pr CA 75388857 fT810� t I 1 1 N. STEEL R 2 - GAW X E x RACK 1 FASTENED TO TRACK PLATES PLATES 7 -1 /z X -OSO• 1/4 --20 SS BOLT W/ i 4-20 % 8/8' TRUSS HD. GAIN. Sim INTERIOR SIDE 7_1/2 X .071 • &NUT M.S. &LOCK NUT 7 8' PUSHNUT CENTER F END ROLLER HINGE i drawing no. a1srALLLD ON SIFT SECTION a —a A X $ 2006 98 - 1.82' 1x -W OLLERS DEC 1 W/ .44 DIA. X 5' STEM sheet p of $ POP RIVETS 5/18 X 1 -5 /8 LAG SCREWS INTO WOOD OR HOR TRACK SUPPORT. SPOT HptB� ANGLE IZ. Z. TRACK GUIDE g V Y j z -s /a x S-1JY x 3 x .104 5/18 SLEEVE ANCHORS CENTER SUPPORT REDD. ON 000RS WITH TWO WELDS AT 1 -1/2 APART 7�1 y WITH 1 -7 /a• EMBED "To wsoNRr ExFEEO1NC a FT. as HacHr F AT 3• O TOP ROLLER WICKET FASTENED W/ (6 4 X 5/0 SAILS. _ 3 PER BRACKET ii A ..� CONNECTED TO F LAG BRACKEf W/ 3/8 -i8 X 3/4' BOLT & NU7 Q .OBI THK. CAM STEEL ADJUSTABLE 2 -1/2 X 4-1/4` X 13 GA STEEL PLATES AtiD TO SPRING W/=8 X -3/e M HEAD SHAFT WRH r I SLOE FASTENED TO BRACKET WELDED TO 1 -1/2` X 1 -1/2 X 14 GA ANGLE -- A -- J (2) 1/4-20 X 5/8 BOLT s NUT FASTENED TO TRACK _ ¢ q M. WITH (4) 1 /4-20 SS. BOLT k NUTS __ HORI TRACK LEN GTH =OPENING HEIGrIf PLUS 1Y v VERDGLL TRACK 14 GA GAM STEEL TRACK 2 -1/8" X 1• X .080 (r VORIZOMAL REINFORCEMENT ` 6 1 � AND FASTEN Ito EL SECTION A -A 6 VERTICAL STILES WITH 2• - 1 / sim 0 a (2 RIVETS 1a 3 p FASTENED WJ t4) 14 X S 8 S.M Z m s g HORIZDNK ,LOW HEADROOM DOOR OPTION DOOR • SECTION HUGHTS BRACKET PLACEMENTS Q 1/2" X 1 -3/4 X .OSB FORMED STEEL. HEIGHT 1ST 2ND 3RD 4TH 5TH 81 82 83 84 85 88 B7 B8 CLUED TO PANEL AND VERTICAL STILES tiH FASTENED TO 8' -0" 18 18" 18 18 NJA 1 11 -3/4 23 34' 45 Se 87 - (2) 3/16 POP RIVETS 8' -6 21 18 18" 21" N/A 1 11 -3 /a 23 34 as" Sr 87 - 21 21 21 /a 1 11 -3/4 23 34" 45 58 87` S /18 MEETING Po8 Y -8' 18" 18 18 18 78 1 11 -3 4 23' 34 4S' S6 87' 78-1/4 8 -0 21 18 18 18 21 1 11 -3 /a 23 3a 45 58 87 78 -1/4• K GO 1.82 DIA. X .SO STEEL ROLLERS $ *-SECTIONS ARE NUMBEM STARTING AT THE BOTTOM n • ®. W/ .44 OIA. X S STEM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10 O.C. La OPTIONAL RJSUTATIONS: iT 44 ii Fr FPS- WAANDED POLYSTYRENE o 1.8" X X T .�0 DENSITY - 1.08 PCF STEEL TRACK RACK BRACKETS ETS co W OR #07- 1107.08 m (X7NNECTED TO TRACK WITH �l1 W O I OR TG 150-23 POLY- ISOLYANURATE ) 1/4 DOLTS 8 NUTS. Qp DEN411Y m 2.0 PCF Q Z _ N.OA X07- 0301.10 CC ffi OR y AS _ _ BY 'IISTX.FOAM uC 1XNSTY = 0.82 PCF N NAA a07- 1018.07 14 GA GAM STEEL W HINGES 5/8- 4° ROLL FORUM STEEL PANEL o g DRAWING QUAL17Y WITH PRIMER AND 8N0:•D -ON 8 POLYSTER To ITOTH OF STEEL TT7acK coNFlGUaanf]N APPLIED 6 VERTICAL U FT LIFT STANDARD LIFT Ll)W HEADROOM B C U D W 12 GA GALV. STEEL DOUBLE TRACK Ell BOTTOM BRACKET FASTENED AVAILMLC TRACK OPTIO_NC_ W/ (4) p 14 x 5/e" SAS t. Hm YdIN Pl:ODIFCf!<t6Y�D 1ifRUCTUflES ��eael>Ii1nMleirll'latb g M VAND OW ALUM R C: N. SS3[i Aq� .01 , ITH 1 /8 X 1 B.M.S. O 48 O.C. RUBBER WFAMiERSTRIPPWG drawing no. SECTION A -A SEE SHEET 2 FOR LOCATION DEC 1 8 2008 98 -05 OF REK4FOR-=- TRUSSES 1111861 of 5 y, �I Z h jV 5 8 1 �! 0 IL D 4 0 2 .N SON ANCHORS 0 ANCHOR SPACING O STRUCNRE EMBED ISPACING EDGE pSL � M 3/8 MME EEVE BY Cowl 1 -1 4 a• 2" J HLC SUfYYE 9Y FILLED W.�K 1 -1 4 8 C Q �.I �. 3 DYWABOLT BY CONO. 1 -1 1-7 2 S/+ + +� Ews yam, STRUCTURE BY OTHERS 1 DYNABOLT BY Fl LLED .— 8 9' a' Z u Musr SUPPORT THE LOA05 IMPOSED 3 e POWER -8017 BY CONX 2• a — ro BY DOOR SYSTEM 3 8 5LEEVE -ALL BY COi�. 1-112* B m C 1 CONCRETE f*. e 3000 PSI MM. O ^ S /18' DNA BOLTS C-90 GROUT FRIED BLOCK fm a 2000 PSI MIN. M 5 S a Z _ WITH WASHER & NUT ar N O WOOD FRAME BUILDING$ {> it as AT 12" o.C. MAX. EDGE POWER-BOLT mm °' STUD WALLS OR DOOR OPINING (NOT BY DAB DOORS) �� SHALL BE FRAMED SOLID BY NOT LESS THAN .. 0 2X8 PRESAIRE TREATED GRACE 2 SYP OR SETTER a O SIU�. SUPPORTING STRucnm STUD WALLS TO BE CON. FROM FOOTING TO TIE BEAM• T 1 -1/4' X 2 -1//22 X 14 CA ENGINEER OF VERIFY ADEQUACY OF THE 1 -1 /r 1 -1 /r CONS sTm ANGLE 1 -i/2 WOOD BUCK CONNECTION TO MASONRY FL GA. STEEL AT BRACKE CKt75 t3' LONG �3 TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE AT 12 O.C. IN DOOR OPNO. c $ TREATED 2Xa SYP WOOD JAMBS WHICH Stall. BE ANCHORED TO AT 18' O.C. ABOVE DOOR OPNG. Sd GROUTED REINFORCED MASONRY BLOCK WALL OR GONG. COLUMN WITH CONNECTED TO CON. ANGLE /A 1/4 ULTRACON BY 'ELCO' WITH SPAC OF W/ (3) SPOT WELDS AT EACH SIDE OAL>C _sIF •TRACK CALL 9' MQ INTO 3000 PSI CONCWITH 2- 1INNG WITFl 2 1 �, 4 1 -33/4 Y� BIBED 19 4�- 9 PLATES S HD. 2 -i/2 MM. EDGE DISTANCE 5 NIT 1/4• TAPPER BY 'POWERS' WITH SPACING OF r as INTO 3000 m as M WNL WITH M - /2 MIN. EMBED o 8• WIXXC P9 CONCRETE, TTH 1 -3/4 MIN. EMBED $ d N r MM. EDGE DISTANCE ALTERNATE TRACK INSTALLATION o u o W c 3/8 COMEX BY 'ELCO' OR 3/8• O LOT BY TTW WITH SPACING OF 21 .C. INTO 3000 PSI CONCRETE, WITH 2 -1 /r WC DOW 3' MM. EDGE DISTANCE Engr: LW YON 3 /s• HLC SLEEVE BY 'MLl FLA. PE WITH SPACING OF �wiilePioltl8 g 1 185.5' 7 10 O.C. INTO EM 3000 WW1. WITH 1-1/4* MM. EMBED, EJ MM. EDGE OW. CAM CAM it• O.C. INTO TO P9 CONCRETE, 1 —i /a' MM. BED AND A�101�rIM 1 .p1 �, 2 -1/2' MM. EDGE DISTANCE Rg o THE M DCK' WALL. CELLS BHAM BE GROUT FILED AND REINFORCED WITH FOUR i S BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS poiwt draw ALL BARS SFW.L BE CONTINUOUS FROM TIE BEAMS +O FOOTING PREPARATION OF JAMBS BY OTHERS DEC 1 8 2008 98 5 ' Sheet 4oT 5 * PLASTIC COMPLIES WITH DOOR PANEL SECTION 2612 OF FBC 2007 `r f 24 GA. (.024) STEEL MM. SEE EVIDENCE PAGE Z o L763 Um 7/18• DIA. WASM L144 L At O tT. I 3 3/4- ENDS 2 MAX. 4° II of 476 a ft . AO i 1 I 1; AND Y as taax wow. wro1N G $ o * EXTERIOR FRAME * INTERIOR FRAME (4) /e X 3/4' SW 0 18 1/8 RIGID PVC ONE PIECE INJECnON RIGID PVC ONE PIECE DIJECDON O 1 -3/8' FROM ENDS \ - J D {I z I11 t AND 8-1/2' O.C. LLAX. 1 A B C nit 178 X .082 DEEP ' Iltt GROOVE i 1 I � W j 1, i 1/4 I�LYGW80NA'fE LEXAN ! ,. � W 1a1 M BY SA&C INNOVATNE PLASTICS W 7 ! NOA 008- 030342. / " l .; K 1111 o O In a Till U Z Zn IIII } i. 71 W I I 1111 ' ill n i, pI 175 x .082 DEEP illl GROOVE — — — — (4) /e X J /4 EMS INSIDE ELEVATION T � X12 M�Ax. RAISED PANEL EMBOSSED DOOR WITH WINDOWS fit ,° O 1 / 08 X 3/4' SMS O J /a FROM ENDS 175 x .082 DEEP W If j AND 4 O.C. MAX. rOROOVE p d 16X34 A 7' O.. AND Y O.C. MAX. Z -7 _ _ _ ____________ OW. DR. YOCN s STRIMM 7/16 CIA. WASHER - = - -- - - PC � g i DOOR PANEL I ' ^ - - 'J EXTERIOR DOOR PANEL 24 G4. (424) STEEL MIN. 1S/18 MIN. O.L. �G drawing no. 24 GA. (424) STEEL MIN. GLAZING BffE 98 -05 WIN" WWH DEC 1 2008 sheet 5 of 5 C�,� CERTIFICATE OF LIABILITY INSURANCE 12 /30/2 00 9 PRODUCER (305)822 -7$00 FAX (305)822 -1621 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Collinsworth, Alter, Fowler, Dowling & French ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P. 0. Box 9315 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Miami lakes, FL 33014 -9315 INSURERS AFFORDING COVERAGE NAIC # I Automated Home Sery ces,lnc. INSURERA: Hartford Insurance Company 2010 NW 94th Avenue INSURERS: FCC[ Insurance Company Miami, FL 33172 INSURER C: INSURER D: INSURER E: OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AIL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INBR D' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS aENE-�muTYY 21UUNIN4S4S 10/01/2009 10/01/2010 EACH OCCURRENCE $ 1,000, 00 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ SOQ rancQ CLAIMS MADE Q OCCUR MED EXP (Arm one person) $ 10 000 A PERSONAL & ADV INJURY $ 1 000 000 GENERAL AGGREGATE $ ] 000, GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPIOP AGG $ 1, 000,000 POLICY S LOC AUTOMOBILE LIABILITY 21UUNIN454S 10/01/2009 10/01/2010 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 500,0 ALL OWNED AUTOS BODILY INJURY $ A SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ _ (Per accident) GARAGE LIABILITY AUTO ONLY- EA ACCIDENT $ ANY AUTO EAACC $ OTHER THAN AUTO ONLY: AGO $ EXCESSIUMBRELA LIABILITY EACH OCCURRENCE $ OCCUR rI CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND 001 -WCIOA -27031 01/01/2010 01/01/2011 1 W e TATU O TH- EMPLOYERS' LIABILITY _ B ANY E.L. EACH ACC IDENT $ 100, If describe under F.L. DISEASE - EA EMPLOYEE $ 100, SPECIAL. PROVISIONS below E.L. DISEASE -POLICY LIMIT $ S00, OTHER _T DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADM BY ENDORSEMENT I SPECIAL PROVISIONS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Miami Shores Village Hall 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Bui & Zoni Dept BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 10050 NE 2nd Avenue OF AMY KIND UPON THH waoftm rm AOBNTB an rwpamENTA Miami FL 33138 AUTHORIZED REPRESENTA �, Patrick Mur h R 0* WORD 25 (2001108) MACORD CORPO 5n?!*2 TIO 7988 C,TQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENC 000011303 'AUTOMATED HOME SERVICES INC D.B.A.: Q UE L M Is Ler'Fic-d under the provisions of Chapter 10 of Miami -Dade Count IIGt11F-DQDE COUNTY 2008 SAL CQNTRACTOWS me TAX COLLECTOR TAX RECIIIINOT 140 W. GLER ST. ADE COUNTY - STATE OP lot UL AN, O 331 PURSUANT TO COUNTY CODE SEM 10404 EXPIRES SEPT. 30, 9010 THIS IS NOT A BILL - 00 NOT PAY 39- 1445972 CC NOa $89011303 8titi*494ft NAME / LOCA110N RECEIPT HOLM WRY 00 AV , T CMlrgb NONE SERVICES INC AS A :Ttxa A$ S "MOM 19 W 94 AVE R zAUTOMTED WHE SERVICES INC Is Of REMIPT FIM SPECIALTY BUILDING CONTRACTOR U IST O" �1 -P ICIP'ATI L ICIPALITIES heft rium Db NOT FORWARD t#+acgy AUTOMATED HOME SERVICES INC w bbe " DONALD M LEWIS 2010 NW 94 AVE MIAMI FL 33172 9591 90999.90 jj$ ( `` tt Jill jj {{ yy yy{ yy{{ gg 3 111111 /di1lddi 6 lllm litlildllilldliilllldilllil"I liil l1til# ¢ 2` 144597 -2 THIS 1.S NOT A SILL - 00 NOT PAY i�tl JLOCAkTM M 144597 -2 AUTOMATED NOW SERVICES INC CC # 040011303 2414 NW 94 AVE 33172 ORAL AUTOMTED MW SERVICES INC S'ECIALTY BUILDING CONTRACTOR WORKER/S, DO NOT FORWARD AMT AUTOMATED HOME SERVICES INC DONALD M LEWIS 2010 NW 94 AVE TAX MIAMI FL 33172 +i 00044S. 00 9 1731 I S74l 14th ) It iif 43 t It I i6 6 3 I I I I it6 #11993 #$ 8461181#77411!# it SEE OTHER SIDE -- QUALIFYING TRADE(S) QUALIFYING TRADE(S) )022 GARAGE & INDUS DOOR 3037 LOW VOLTAGE SPECIALTY )029 METAL AWNG & SHUTR -efa o e B P.E. :rnnio Gonmw P.E. scretary of th B oard � �2.� � www.nVamidade.9ovHwikArgcode xretary W the Board 1,�.+ in. www.rt4afnlMde.Margoeeb TQ STATE OF FLORIDA — -AC# i 18 Constru Trades Qualifying Board DEPARTMENT OF BUSINESS AND BUSINESS CERTIFICATE OF COMPETENC PROFESSIONAL REGULATION its- 000011303 ET0000075 07/07/08 088004121 AUTOMATED HOME SERVICES INC REG. SPECIALTY ELECTRICAL CONTR. LEWIS, DONALD M D.B.A.: AUTOMATED REGISTERED AS: LIMITED ENERGY SYSTEMS SPEC. L D Is certified under the provisions of Chapter 10 of Miami -Dace Count HAS REGISTERED under the provisions of ch.489 i o e. e I I I aspiratioa: date: AUG 31, 2010 L08070700975 Aw TAX COLLECTOR 2m TAX Cp�[TNAC�1 � S lot FILOCMe fit. PPURI%iAm Y 00 MAllil� R. =130 EXP SEPT. f. ► q ; ., as - 0104733 I A _ I ff x Ulf WA Ate r At ; R lAurwm Mm MAW 0 Inc XCLwarl rvW SPA ELECTRICAL, COMM", LIST t PAT" W ICIPA �.�o DO NOT FORWARD AUTOMATED HOME SERVICES INC wowodiblob6 DONALD LEWIS PRES 2010 NW 94 AVE MIAMI FL 33172 roar Y 2 h1PC.00 ` y tt @@ yS } gg ii qq 4 yy IM L4XALNU�TAX1WQ101 "a COUNTY p I L o m o MIX PM liiii6i1116e1 5iil iFl} tfll� }if�i4356 i 1 014473 3 T HIS IS NOT A BILL - D© NOT PAY RENEWAL SUMMMMAM ILOCATM uscwrft 914473 -3 AUTWA ROME SERVICES INC CC 0 000011393 2010 kW 94 ' AVE 33172 ORAL OWNER AUTOMATED NONE SERVICES INC Ly b"A C ELECTRICAL CONTRACTOR X 10 /S 11 OR /S its DO NOT FORWARD a 'a Won AUTOMATE D HOME SERVICES INC OV w "Ma DONALD LEWIS PRES 2010 NW 94 AVE MIAMI FL 33172 W9 rAX 08!2412909 022000 ii pp 99 gg gg i g 9 Q[p 909047.99 14t1i1911�if3fl11Yi3ii }lllil�i�f 1113311�}t } }il6ftl111,34 8 ll SEE OTHER SIDE Au 384348 2 F p * I pomsi BO TION' 7 777 E 0 710�7 loos 16,08,00,412 1, 0 i7 C. w} :,q TR s s m4er tO g r t ( Ifs Expiration tt®' AS A UNITED MURGY SYST� � Itrms DOA m IZ$ ; UTONATM 428TW 94TR A VI M�CAM YL DRWO DIRE 1 LA