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WS-12-1763Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178835 Permit Number: WS -9 -12 -1763 Scheduled Inspection Date: October 15, 2012 Inspector: Bruhn, Norman Owner: JHON FREDY CHAVARIA, JHON FREDY uAorw 9 Job Address: 162 ruwNE 10 Street Miami Shores, FL 33161 -7042 Project: <NONE> Contractor: JULIA() GARAGE DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (305)513 -0705 Parcel Number 1121360090110 Phone: 305 - 826 -0250 Building Department Comments REPLACE GARAGE DOOR Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments . Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 12, 2012 For Inspections please call: (305)762 -4949 Page 19 of 35 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 v2I2- C�ts-t.� B DING PERMIT APPLICATION Permit Type: DING_ JoB ADDRESS: N2 1, I o'1 s 4• - FBC 20 1.0 Permit No. � ' -7 U3 Master Permit No. i°1/4312-- J ROOFING City: Miami Shores County: Folio/Parcel #: 11-211,- IJM - 0110 Is the Building Historically Designated: Yes Miami Dade zip: 33110 NO Flood Zone: Phone #:(7 (' )3su— 125-3 zip: 3 31(01 OWNER: Name (Fee Simple Titleholder): Ch Om W 1\ I Y I Go Address: I 61 NE I OCI 31- t^ City: T' x `(1 t" $01 e1 State: F L Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Compp nyy pName: JU \' CAO �(, (.t( q� D�� Phone# �82(, 02 sb Address: ' v ' I J 4 s4._. -H- a ` ( 4 City: 1` 110 � t1' rLO\(�1 state: 11. Qualifier Name: J o Ve 'Ul l a 0 Phone State Certification or Re •stration #: Certificate of Competency #: Contact Phone .305 '8 2 U-02 —02 5U Email Address: 313Gls INV 1 mat I- C '01 - DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1 $00 Type of Work: UAddition Description of Work: UAlteration Square/Linear Footage of Work: UNew epair/Replace ODemolition Color thru tile: ******** ***********+x********* ********** Fees * ** ***************x * **** ****** * *** ***** **** Submittal Fee $ Permit Fee $ //�% Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 7 1 ;)v • 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, BOIT YRS, 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 is issued. In the absence of such posted notice, the inspection will not be approved and a reinsp tion fee will be charged. Signature Signature Owner or Agent Contrac The foregoing instrument was acknowledged bef a me this ! The fore wing s + ment was acknow s \ •Led befor .me this day of' : ,20 /Z by Y1V1Qt& UWl`C , day of Jer'' ,20/2, by D !J /14D who is personally known to me or who has produced G SZ 0 who is personally known to me or who has produced re.. -2- 9CA 3" f - Q,'8S -0As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: /1)00114.0d—L) 73j / G — /V et otil Pk My Commission Expires: *** *** * ******** ** ** * * ** APPROVED BY NATHAUE PIEDR# IOIN NOTARY PUBLIC Conant EE418886 NOTARY PUBLIC: Sign: /�' �/ Print: Mutt X12 4.64.A.- �v lt i v My Commission Expires: NATHALIE PE;DRA GRIN s'dCt):a I. ;t' PUBLIC 'r P LVAIDA Cornrnft EE018886 Ex{>ires 8/11I4s Examiner Expir9W2014 Structural Review (Revised 3112/2012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3/15/04) Clerk kViIW'? /6c). //‘ ) Oq j�i o6f � 15 ia.-a (1.1 /3-0 05 25' 2 RECEIVED SEP 24 2012 (YD 1 arm Shores Village cFPr � �� ; ;;h.l °I_!r1NCc'A/111 -1 ALL FEDERAL AM..) 7.F.CLILAvno,is STRUCTURAL SOLUTIONS, P.A. Project No.: 12 -002 5921 -G West Friendly Avenue Date: 9/17/2012 Greensboro, North Carolina 27410 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7 -10 Chapter 30 Part 1 for Components &Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. Building Address: 162 NE 109 St Miami Shores, FL 33161 Garage Door Width: Garage Door Height: Basic Wind Speed: Exposure: Mean Roof Height: Least Overall Horizontal Dimension of Building: Distance from left building corner to edge of garage door opening: Distance from right building corner to edge of garage door opening: Roof Slope: 8ft 7ft 175 mph C 13.5 ft 50 ft 2ft 40 ft any slope Positive Design Pressure = Negative Design. Pressure = 35.6 psf -41.1 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -10 The Topographic Factor for the building is 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. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. P This document is only to be used in conjunction with Amarr Garage Doors e®aeteeeeeIsg ® SHE °h#® g ;leg oo ° E d11s> c`'� �� o 0046579 ; fi cd. s� <4."•°°.: FOR %�� ,' - msse ,8 ®90: �S �04 Thomas L. Shelmerdine, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 J:12012 Projects \12 -002 Amarr 2012 Retrofit Doors \162 NE 109 St Miami Shores_FL_33161 \Garage Door Pressure Calculator 7- 10.xls DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 91..0" Wide APPROVAL DOCUMENT: Drawing No. IRC- 1209- 189 -21 -I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3$00 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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. Han), portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0706.05 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M, Utrera, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.uovinerat NOA No. 12-0228.03 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC- 1209 - 189 -21 -I, titled "Model # 1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12-0228.09" "Submitted under NOA # 07- 0706.05" 3. 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 -Gaarage:Door, prepared by American Test Lab, Inc., Report # ATLNC 0430.01 -07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI- 07 -T707, dated 05/30/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) . E. MATERIAL CERTIFICATIONS. 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tom; L. Shelmerdine, P.E. f/ 14j ?los M. Utrera, P.E. Product Control Examiner NOA No. 12-0228.03 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 E -1 TYPICAL 111P FIXTURES 14.TS SEE (TARLE 1) ON PAGE 3 FUR — REEVED.22 SECTION DONFIGURATBW A 140A. SURASAFE 00872 1/H HINGE ATTACHED TACHE8 V/ 443 KEA MEAD SCREWS 8' 10 BALL STEEL ROLLER V/9' STEt4 AND CD RETAINER USED THREADED SHAFTS ROLLLER TYPICAL DURASAFE CENTER HINGE N.T.S. 1 3SE r INSIDE ELEVATION N.T.S. a> 2 -1/R' X 3-1/2' EGA RAgER PLATE AT EACH INTERMEDIATE AND HINGE 2' 285 STOUT ATTACHED V/ aU !/4'AT EH 3 IEX HEAD SCREW AND CENTM STILE 10 BALI. STEEL ROLLER V/8' STEN AND a) RETAINER USED THREADED SHAFTS PER ROLLER 14GA. DURASAFE ROLLER CARRIER ATTACHED TO R-TRUSS W (3) 1/4' x 3/4' HEX HEAD SCREWS PER GABBIER 3 5/8' 2261 2 -TRUSS 61260 O V/ (4) 1/4' 3/4' HEX MEAD SCREWS es GA. MIN EXTERIOR SKIN /BAKED ON POLYESTER FINISH 14 GA. DURASAFE END HINGE ATTACHED V/ (2) U4' x 5/8' MI MEAD SCREWS TYPICAL DURASAFE END HINGE N.T.B. TYPICAL DDTTDN BRACKET E.T.A INTERIOR OF GARAGE MAX. WIDTH 9'O' DESIGN LOADS +258.5 LEIS/FT SEE NOTE 2 —303.8 LBS /FT FlR7¢BLEAL BY INSTALLER) 5/16' x 1 6/8' LAG BRACKET =REV 41) PER JAMB (1) 1/4-03 x 5/8'TRACK SPLICE BO.T.1/MB BRACKET 5/814 X 22 GA 23 5/8' R- TRUSS) TRAC�c 62?ms6 083' TRACK MOUNTING DETAIL N.T.S. 20 GA GAIN. STEEL END 11111 20220 WITH (2) i5 x 1 -1/4' SCREW 43 145A. IDEASAFE ROLLER CANER ATTACHED 713 R -TRUSS V/ C•4) 1/4' x 3/4' HEX HEAD SCREWS SYP VERTICAL ,LAMS DO3 (N0. 2 014 SETTER) BOTTOM BRACKET 13 GA ATTACHED WED HEX HEAD •SCREWS 14GA 810ASAFE ROLLER CARRIERS ATTACHED TD END STILE V/ <4) 1/4' x 3/4' MX HEAD SINEW PER CARRIER SLIDE LGCK ENGAGES INTO VERTICAL. TRACK L117011, SIDES OR LOCK � OP TONAL) ATTACH V /(8) 1/4' x 3/494EX (HEAD SCREWS GA COMMERCIAL FIXTURE ATTACHED V/44) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE ADJUSTABLE SLIDE DNACKET ATTACHED V/@) 1/4' x 1/e' DILT AND NUTS TOP SECTION 3 5/894 X 22 04 RAIV. SPELT. R -TRUSS ATTACHED IN CENTER OF SECTION V/ <2) I/4' x 3/4' HEX HEAD WM SCREW AT EACH 114 2* A SKIN P NN WAY STILE,. CFC -FREE DIMMED POLYSTYRENE INSULATION 1 LS IMNS1TY M273, M047 LARGE MISSILE IMPACT RESISTANT 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: +256.5 LBS /FT & -303 6 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. (0218) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'O" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R -TRUSS PER SECTION AND (1) 2" 200A STRUT ON THE BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 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. 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 FACIUTIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE END HINGE 14 GA. 3 GAM X BE GA GALV. STEEL 14-TRUSS ATTACHED a) PER SECT10) V/ (4) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE. <2) AT THE HINGE LOCATION, AND (8) IN BACK SKIN MIDWAY BETWEEN HINGE AND ENDSTILE a) 8.80 GA STRUT ON WEE SECTION =rum BRACKET ATTACHM V/ (8) 1/4'x9/4' HEX HEAD SCREWS EPPIG@AA1 RETADER SECTION A -A (SIDE VIEW) lTR SEAL N.T.S. REY OSOWM OF MEOW A RENO 140E S nano FX ' GA 185 CAMEADE C@1RT VWSTO(- SALEM. N0 27105 wwwARARRCON MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS SBE NM BY AID CASE M/E107 OMMIS BASF0 6 WHAM SW DATE INWOT iRC-1209- 189 -21 -I ISAMIS 1)W L SHUGAME PZ (S. lb. 00[&90 STEWS HS 3 %r- I SPLICE TRACKS AT THIS SPCAEION SE (4) 1/4".-20 .NAM TRACK (3) 5 1 BOLTS & NUTS SECURE '�O JAlaa BATH (s) s /�G' ou. x 1 -5/8r LAG BOLTS 13 GA FLAG BRACKET ATTACHED TO WOOD JAMB V/ (3> 5/16 DNA. X 1 -5/8' LAO BOLTS AND TO TRACK W/ (4) 1/4' -EO x 5/8 TRACK SPLICE BOLTS AND NUTS i (1) 8/16' DIA. x1-0/6' LAD BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 GA. GALV. STEEL JAMB BRACKETS ATTACHED W/ (1) 1/4 " -20 x 8 /8' TRACK SPLICE BOLT & NUT, SEE (TABLE 2) 014 PAGE 3 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 5'6' UP, TO 14' TALL DOORS WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 6 VERTICAL JAMB ATTACHMENT TO WOOD FRAME STRUCTURE 5/16' X 3' LAG SCRE.18WSgSTARTING 6' FROM ENDS THEN 18' 0.0. (1 1/2' EMBEDMENT) HRTI.72 K1dtK BOLT 8/8' X 4'A�TING 6 VSENDS 71IEN 24' ILC. 02 1/2' EMBED ENT) HI.TI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 16' CUL (1 1/4' EMBEDMENT) ITV/RAHSET REDHEAD (TARU -MILT) 3/8' X 4' STA�R-TIIONG 6' FROM ENDS THEN 24' 11.0 (2 1/2' EMBEDMENT) SIMPSON VFRTICAI 3JAMB IITENTTSCREhS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' OTC. (1 I/O' EMBEDMENT) HETI 1/4' X 2-3/4' KIM-CON II+ SCREWS STARTING 6' FROM ENDS, USE PA/RS OF FASTENERS (3' APART) AT 8' EMC (1 1/4' EMBEDMENT) B X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C -90 BLOCK (2000 PSI GROUT) HLTI SLEEVE ANCHOR 3/8' X 2 -3/4' STARTING 6' FR0.I ENDS THEN 20' D.C. (1 I/4' EMBEDMENT) G1R, USE FASTENERS FOR HOLLOW C -90 BLOCK) NAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. *PREPARATION OF WOOD JAMBS BY OTHERS REV =EMU @@NOS DANE 57 A 881EED NOTE 8 1/1/09 GB 8 URGED TO F802010 eee 0ne0/ 4444, OegS�;' GEiVS a'Qp �e M9''X 14. `a fl. V b $W DESIGN LOADS Ad No 48579 a +67.0 737 a 'k; -67.8 PSF �V•: LARGE MISSILE 14,W4.„..•14 .... 1O?' e IMPACT RESISTANCE si • ,,, intit K�d i%, 2kaa 165 CARPI= 81087 VINSTON- SALEM, NC. 87105 VVV 1IM1RR000 MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS SZE MGM 810 CAI 00/16/07 GLUM MGM B 020866r 818 GCE 99/57/07 IRC -1209- 189 -2H (082 R MIS L BRHSEINE PE IC. Ea 00(898 STET 2 OF 3 TABLE 1 DOOR HEIGHT SECTION HEIGHTS Btm LEI F;-: 11161 e,, EI`... i a?! t 3L�: M ! ,IIRII; .:.FIti fit, , EgilEEREGii FEN #3 #4 #6 13 6" 12'6" 18" 18' 18" 18" #7 #8 18" 18" ®4EM 18" 18" ELI i.. !° y.., rt EL' Eel 18°E 11' 6" 18" 10' 6 9'6° 18° 18" 18" 18" 8' 6" 7.8' 18 18 18" 18" 18" BEEN nal 6' 6" ® 18" 18" pi TABLE 2 DOOR HEIGHT 7' 8' 9' TRACK ATTACHMENT A B t©D© /GI G ®00 ©00© El 14° m 38° 46° 56" 68" =11111111111111== Rignal 4.1601MiliMERMI MEr,. OEMI p 14" � 38 46° 56° 68° 78° ® 14° ®38" 46" 56" 68" 78" 88° =11111.111111111111 { r a ! r + tki pp 27" 38" 44p8° 66" 68" 78" 88" 100" a = == 7S d ...3O l �:..h�.. .,r. .,,.h at9 -rF 3 .i.r .:aul::. araiEne-> 2 f p 14 ® 38" 48° 58 68 78° 88° 1ao" 110 d1'7 I! Jt+ 4 Y' fl r� { .9E La 2t: 3 Np ,r+ r I `� (iii,. -:��' �.... „e�.13,. J�- _ �,.. .i�a:, .,�+. ... :�. �,�ullo����Ll �.. ,I�,,�,.i';4 .11. p 14° m 38" 46° 56" 68" 78" 88 100° 110" 122"I.= ': Fur E �v �.:. { -rM1r `r"� i hiPln }.A 7tli ti }r� � �s fl 5.... -. a -:� t ��..Rx .. e..: ,. ?�ppry °,.�,,.nu �F „a�: •ff., 1�;.��.: �J. um 38 46 66” 68" 78" 88 100" 114" ® 134° - ' 6 SI $ ifF a pp� p `;' �sr I.E9Yd�� 3t( itE is 0 14° m 38" 46" 556° 68 78" 88° 100" 114" 122° i SPLICE S 76" 10' 88" 100" 112° 11 124 12 14' 148° 136" is 146" 160" ALL TRACK ATTACHMENT SPACING +/ -2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY REV MORN a' Ift'0aS DATE BY A PEVEB NOTE 8 B VMS TO F8C 2SD MAX SIZF e x 14 DESIGN LOADS +87.0 PSF —87.8 PSF LARGE MISSILE IMPACT RESISTANCE We Cr ■ 1 I8 1 o,,�p,",a'�. SHED %e,�� o•44. °CDBNSR••�Oi °p i* r I No 9048579E ses Ng! NifAX0` 1sT CARRIAGE COURT VINSTO6 S#&16. N . 67105 L'MV.AMARZCCII MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, 1'W8R & OAK SUMMIT PANELS SSE ORAIN 81 RIC DATE COOP DRAM 1 a 8 anew SDI eATE amp IRC- 1209 -1; -2H FROM T103AS L Baum P.E.IX. Na COMO am 3 (F 3 n INCTQB - Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 99BS00382 JULIAO GARAGE DOORS INC D.B.A.: JULIAO JOSE LUIS Is certified under the provisions of Chapter 10 of Miami -Dade County QUALIFYING TRADE(S) 0022 GARAGE & INDUS DOOR 06-06-2011 JEFF ATWAT'7R STATE OF FLORIDA CHSEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Fora Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 06/06/2011 EXPIRATION DATE: 06105//2013 JULIA° JOSE 650896237 BUSINESS NAME AND ADDRESS: JULIAt3 GARAGE DOORS INC 8004 NW 154TH CT #244 MIAMI LAKES FL 33016 SCOPES OF BUSINESS OR TRADE: 1— CONSTRUCT /ON IMPORTANT, Pursuant to Chapter 449. n5tE4 se tine may not recover ;Cove pt the dos;ness or reade ristee or the native 2— GARAGE 000R INSTALLATION on officer of a carper:won WO elect: onethot-'on from this chapter $tq f;lins a eertilrcate 0! etet et +:'•;: fain charter. Prraeact tc Chapter 440.0502;, F.S.. Certificates of elzctioa to be exetept. apply octy wlti ,n tae electron =.a he exempt. Phrsuaot to Chapter 440.x5 iii, F.S., Notices or esectior to be exempt arse certificate; c^ et ibn ?c bE exempt 5i42■i be sabjeze to revoiat :on d'a: st a ^y ilme aster the 'rang or tae rri? :rc 4: at the issuance 3! the cerrsicate. iha person tratheC art IsE eestce v= ,:clifiefge no Seeger meets the teguirements of this nectioe for issaarce of a certifi =afro, The ee5arttner.¢ shalt revoke a c.ri.ricate ai say Fine Per ;afaure of the ae?ss- darned on the certaicate to meet the requirements cr! ;his section, C C -. ?E2 CERTIFICATE OF ELECT!ON TO EE EXEMPT PEVSED 01- 13 QUESTIONS? - ASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE S ? TE OF FLORIDA CFFA ,rrMENT OF FINANCIAL SERVICES DIOSION CF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO SE EXEMPT FROM FLORIDA 'NCRKERS' CQMPENSATIOk LAW i E CTIVE: 06/06/2011 EXPIRATION DATE: f PE SCNr JOSE L JULIA0 f i =7-1N: 65€ 666233 cL;S :NESS NAME AND ADDRESS: ��RACE DcaRS. ryC ,.,...= !W '9c,. C 4+24- PE OS BUSINESS OR TRADE: O'i5T:1 :'w'i34 2- — IMPORTANT Pursuant to Chapter 440.05 €:4), F.S., to; officer of a corporator wnc ;inn from this chapter by filing a certificate of election an may act recover benefits or compensation ander tars 06/05/2013 H exempt.. app<y only within, tt-e scope e` the business or trade E the notice of election to be, exempt. R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to ccat<cn if, at any time after the filar^ of the s o: the Drive or t,.e issr:a?;,e c'+tr.r certificate, the person named en the notice or certificate nC f.`<^e:' the requirements of this section for Issuance of a cerrff, cat department Shell revoke a certificate et any Iirme for fail -ore u' -t. person named on the certificate to meet the reatlirernents of semen. apter. Pursuant to Chapter 440.05(12;, =,S., Certificates of electi , 1,,iESTitO E V :'SAC. CUT HERE * Carry bottom portion on the job, keep upper portion for your records. CE.RT"s^lCATt 3r _..ECTiO2 TO SE EXEMPT R ViSEC S1-1"s 1 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. si FLOOR MIAMI, FL 33730 2011 MUNICIPAL CONTRACTOR'S MIAMI- TAX RECEIPT 2012 PURSUANT COUNTY RE STATE OF FLORIDA IRST-CLASS O COUNTY CODE SEC. 1 -2 EXPIRES SEPT. 30. 2012 10 -2 A U.S. PA ACE RECE!PT NO 30- 4218608 TCC Np O IggN MIAMI, FL T A BILL n ^ - RRX Y PERMIT NO. 231 BUSINESS NAME / LOCATION JULIA() GARAGE DOORS INC 8004 NW 154 ST OWNER :JULIA° GARAGE DOORS INC I SEE BACK 0 REC IPT FOR A LIST OF NON - PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYDAENT ReCE; VED tzvvii•DADE cowry TAX cout2V2002011 02230015001 000175.00 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR JULIA() GARAGEDDOORSINC FORWARD JOSE JULIA() PRES 8004 NW 154 ST 244 MIAMI LAKES FL 33016 1: ?1 7: ;`9 b E ig i}i IIII!1 ., • MIAMI -DADE COUNTY141.1i"U64IU1'`VILMitiiiiiWigilfa'hi tgor11 ;Li 2012 TAX COLLECTOR MIAMI -DADE COUNTY - STATE OF FLORIDA 140 W. FLAGLER ST. EXPIRES SEPT. 30, 2012 1st FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY 407407 -6 BUSINESS NAME / LOCATION JULIAO GARAGE DOORS INC 8004 NW 154 ST 33016 MIAMI LAKES OWNER JULIAO GARAGE DOORS INC Sec. Type of Business THIS IS 01N2Y6A Stie'c CIALTY BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 08/31/2011 60010000345 000045.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RENEWAL RECEIPT NO. 421860-8 CC it 99BS00382 244 BUILDING CONTRACTOR WORKER /S 1 DO NOT FORWARD JULIAO GARAGE DOORS INC JOSE JULIAO PRES 8004 NW 154 ST 244 MIAMI LAKES FL 33016 62 ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE (MM:DD/Y'- •:.; ` 8/23/2012 BEACON INSURANCE GROUP INC 8567 Coral W''ay #301 Miami, FL 33155 (305)266 -9706 =UF'E= JULIAO GARAGE DOORS, INC 8004 NW 154TH ST, #244 MIAMI LAKES, FL 33016 COVERAGES THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. INSURERS AFFORDING COVERAGE NAIC INSURER A. MONTPELIER INSURANCE CO IPPS'JRER 5 IN SU PER C INSURER D ;SURER E. 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 ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR .DDt INSRD TPE OF iNSLRANC �J^L1^ r Prt EER t OLiC.( E'i E.T.vc DATE MMDLuY`' E. i,PPI P.Vi DATE (nUDDIUY} LIMITS A GENERAL X LLABIU'( CCMNERCIA r;E "dERtiLLtaSL :TY MP0009003001303 08/28/12 08/28/13 EACH OCCURRENCE $ 1,000,000 UAaLACt vrt,tto FREMISES (Ee eccuranc?) $ 50,000 CLAMS M A D E X OCCUR MED E .P (Any or i; person; $ 1,000 0, 000 $ 1,Q00, 000 PEr730PJ1<L . 1'DVIN. L'RY p rp GENERAL AGGREGATE $ 2,000,000 SEN'L RGGREOATE LIMIT APPLIES PER - PR'-?- X POLICY F-1 .tE OrT Lr °- PPCDXTS- COMP /OP A G $ 1,000,000 AUTOM::BILE LtAS LI i Y ANN AUTO ALL OWNED AUTOS SCHEDU_E;AL ? :�_ HIRED AU:CS NON- Ct ^,'NED 4LTC" COME :NED S!NCLE LIMIT (Ea accident) $ BODILY INJURY tF'arL ._Gn) $ BODILY INJURY (Per arc•ider•,U $ PROPERTY DAMAGE (PPraccii, nt) $ GARAGE . — L :AEILT- ANYALTD AUTO ONLY- EAACC'1DEIT $ OTHER THAN EAACC $ LM':.' :NLY. AGG $ c'CESS.1; X1 ^,46RELL= '.6`tEC =!TY CCCL(P I '^I _LANE "A DE DEDUCTIBLE RETENTION EACH OCCURRENCE $ AGGREGATE $ $ r" EM°:.O•(ERS''_IRBILITY `,•• PFOPPIETORPARTNEP JFFI•:EP•+'.iEUEER =‘:oa• SF" r•. ;I ;ERS d%-;rnbeuruier AL PROVISIONS CCMPENSATI . AND /E'•cC'.'TVE Er',_LVDEC- b9!i•i r ?CRY LMtTS ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ E.L DISE.:ASE- POLICY L;MT $ :•THEE PIPTi' :A CF i ,FfP'AT :CQ.-.' LOCATIONS : V +Ei -i CLES (E';ECLILCir. :DED 8'r .'F<•EF.tEINT. ! . • CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE HALL 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ACORD25(2001108) SHOULD AN'' OF THE .ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE E>(P!PAT!ON DATE 'THEREOF. THE ESUEC d SURER W1L. ENDEAVOR TO MAIL 30 DAIS 'WRITTEN NCTI _.E TO TiE CEFTIF(CA E HOLDER NAME= TO THE LEFT. BUT :FAILURE TO D! SO SHALL IMPOSE NO CBL;GATI N OF LLzMILIT'V OF ANY VINE, UPON THE INSURER ',TS AGENTS OR REFRESENTAT IVES. @ACORD CORPORATION 1988