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WS-18-1742 Permit No. S-6-18-1742 ,50oR, Miami Shores Village Permit Type:Windows/Shutters 10050 Miami ,FL vPen N.E.2nd Avenue NE ' Work Classification:Garage Door 3138-0000 PO)7n t Status:APPROVED �` Phone: (305)795-2204 an, issue Date:6126/2018 Expiration: 12/23/2018 Project Address Parcel Number Applicant 815 NE 92 Street 1132060050060 Miami Shores, FL Block: Lot: ANNIE LEE Owner Information Address Phone Cell ANNIE LEE 815 NE 92 Street (646)595-9009 MIAMI SHORES FL 33138- 815 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone PRECISION DOOR SERVICE 786 516-2772 Valuation: $ 3,683.95 ( ) (561)800 6063 .... _.,, _ .......... .. Total Sq Feet: 0 Type of Work:REPLACE 16X8 GARAGE DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info:REPLACE 16X8 GARAGE DOOR Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee Invoice# WS-6-18-68044 $2.00 06/26/2018 Credit Card $ 129.40 $0.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $129.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and o ing. thermore, I authorize t e above-named contractor to do the work stated. 4--�1'At'-YT- .z June 26, 2018 Auth ri ure:Owner / Applicant / Contractor / Agent Date Building Department Copy June 26,2018 1 � j Miami Shores Village RECEIVED Building Department JUN 26 1018 µ ` 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 \y Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ,y�`s F,B\Cc 201" BUILDING Master Permit No. is _,_4q� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP 4 — CONTRACTOR DRAWINGS JOB ADDRESS: Y I S N E 9 2 QT uo ..3r� City: Miami Shores County: Miami Dade Zip: 33139 Folio/Parcel#: P - 3W60 -CLAS- no 60 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):QNN%E CLAYPIA"C, 1-EC. Phone#: Address:615 Nc 9Z ST City: VAI)AMt State: r-L zip: 33138 Tenant/Lessee Name: Phone#: Email: I -JCA V_e 3z1-5-7 b- Za-71 CONTRACTOR:Company Name: (LEL_S.\O IJ L=-31 Sep_\j Phone#:2&6-4 75' 7�3� Address: V0 12-$TA".'ST City: MIA'M% State: FL Zip: 33 19 10 Qualifier Name: W11L-L-tIAM WAL-t� r-N f . Phone#:-7$6-L}-76- 7 Y31 t i Ll.,' , .a y!• s•l State Certification or Registration#:Cf•C-1330-1'72- Certificate of Competency#: DESIGNER:Architect/Engineer: x, r Phone#: Address: City .. r _ State Zip: $,^�*,f-Y- Wr - ,,:'+.. W•rf^:•v-Y6 ;,°'t`."w"`e'sr!"} � _. _. . � � sc t.. a{.r�r�. 9 S r Value of Work for this Permit.$ (0"$3 , Square/Lin�ear Footage"..of Work- c t �+v, r� A cr �s �" 1 ' ;L ❑ New n Repair/Replace 'R0 Demolition Type of'Work , „Addition ❑ Alteration ..,,rn o - Gam, K` R Ge�A21=1G;E41 - Descriptiof Work. \:eEPLA o �' �D Specify color of color thru tile: S Submittal Fee$ Permit Fee$ CCF$ ' CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ •: �.�N'� Notary$ Technology Fee$ Training/Education Fee$ i ti 'Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) c Bonding Company's Name(if applicable) Bonding Company's Address J 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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'UWNER: 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'$25ob 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 subject to attachment. Also,a certified co o the recoided notice o commencement must be posted at the`ob site P P Y 1PY f f P 1 for the first inspection which occurs seven4 lysafter the building permit is issued. In the absence of such posted notice, the inspection will not be approved a reinspecti fee will be charged. Signature Signature 6� 1-61- ., s OWN rAGENT Y-t CONTRACTOR The foregoing instrument was acknowledged before me this The foreggoing instrument was acknowledged before me this 2 day of" V V1Nt 20 O by l� day of �VtN*G� 20 by ' c, t ANwile LEC who is personally known to t,.)IL- A %L M Jl�V-0 ,who is ersonally known to me or who has produced, LOOO -047- fl -15as 4-0 produced as me or who has identification and identification and who (r0bry Public Stele of F'lorlde NotaM da NOTARY PUBLIC: rY WiNiam Huntress NOTARY PUBLIC: WilliaMyCommission GG 137783 My CExpir Sign: Sign: Print: t%- 10^& Print: 1LkN'TQ. S Seal: Seal: **************s**s***s*****as **•s**s*******r*sssssss**ss**ss*ss**sssss*ss***r****s*ss:********************* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) f t / 6/26/2018 Property Search Application-Miami-Dade County OFFICE UF 2:1 HE PROPERTY" APPRAISER r� y Summary Report Generated On:6/26/2018 Property Information Folio: 11-3206-005-0060 Property Address: 815 NE 92 ST Miami Shores,FL 33138-2908 Owner ANNIE GAYOUNG LEES Mailing Address 815 NE 92 STf t MIAMI,FL 33138 USA Ote PA Primary Zone 0900 SGL FAMILY- 1901-2100 SQ .�< Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 2/2/0 p Floors 1 Living Units 1 fila s; Actual Area 1,835 Sq.Ft Living Area 1,298 Sq.Ft Adjusted Area 1,548 Sq.Ft Lot Size 11,284 Sq.Ft Taxable Value Information Year Built 1955 2018 2017 2016 County Assessment Information Exemption Value=__ alue $50,000 $50,000 $0 Year 2018 2017 2016 Taxable Value $326,941 $326,953 $241,576 Land Value $304,487 $304,487 $248,595 School Board Building Value $71,518 $71,518 $107,741 Exemption Value $25,000 $25,000 $0 XF Value $936 $948 $960 Taxable Value $351,941 $351,953 $357,296 Market Value $376,941 $376,953 $357,296 city Assessed Value $376,941 $376,953 $241,576 Exemption Value $50,000 $50,000 $0 Taxable Value $326,941 $326,953 $241,576 Benefits Information Regional Benefit Type 2018 2017 2016 Exemption Value $50,000 $50,000 $0 Non-Homestead Cap Assessment Reduction $115,720 Taxable Value $326,941 $326,953 E$2 ,576 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous OR Board,City,Regional). Sale Price Book- Qualification Description Page Short Legal Description 30232- 09/09/2016 $465,000 1003 Qual by exam of deed GOLDEN GATE PARK ADDN PB 6-130 LOT 11 &W30.605FT M/L OF LOT 10 23386- BLK 1 05/01/2005 $410,000 2526 Sales which are qualified LOT SIZE 80.600 X 140 22466- Sales which are disqualified as a result of COC 23386-2526 05 2005 1 06/01/2004 $0 3682 examination of the deed 04/01/2004 $294,000 22234 Sales which are qualified 2885 The Office of the Property Appraiser is continually editing and updating the fax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami-Dade County Office of the Property Appraiser Building Sketch Viewer Folio: 11-3206-005-0060 Actual Area: 1,835 Sq.Ft. Address: 815 NE 92 ST Living Area: 1,298 Sq.Ft. Owner: ANNIE GAYOUNG LEE Adjusted Area: 1,548 Sq.Ft. Building Number: I • of 1 Roll Year: 2018 PfeV10US Next 12 • • • • •••• •••••• ONE .••••. .• • •...•. 14 • 21 GRU ..•. .• • • 1y� 1`� •••••• •••• ••••• •• •• •• • •••••• • •••••• • • •••••• GRU:Garage,Unfinished ONE:One Story •• • •• • • • • COE:Covered Entry 000000 Click here to see all Sketch SubArea Descri tions Generated on:6/5/2018 Disclaimer: The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami- Dade County assume no liability.See full Liability Disclaimer and User Agreement.See full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp E iT #: Miami Shr_r�s Village _TY APPROVED BY DATE n ZONING DEPT o"o ,., BLDG DEPT SUBJECT'i"O CChIPUANCE WITH ALL.FEDERAL STATE ANv Cr I-JN-iY r3UL--:S AND REGULATIONS i JUN 2 6 10i8 STRUCTURAL SOLUTIONS,P.A.* Project No.: 18-002 5921'G West Friendly Avenue Date: 6/5/2018 Greensboro, North Carolina 27410 NC Firm #C-1096 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. For use with Florida Building Code 5th Edition (2014) and 6th Edition (2017). Building Address: 815 NE 92 St Miami Shores, FL 33138 ••� . 0000 0000.. Garage Door WidtA?0 1�-ft: •; Garage-Door Height":" 8'Ft Basic Wind Speea;;;;• 17 •yngh ;••••; ExposurCa:...' 0 '..' 00.00 Mean Roof Height?:-: 1Qft.. • 00. . 0000. Least Overall Horizontal Dimension of Buildino:•;; 33'ft� ' `6:6Distance from left building corner to edge of garage door opening**:*: 2 ft . •000;0 Distance from right building corner to edge of garage door openinrl: �' "' • . . 0000.. Roof Slope!• any%1Qpr • 00 0 Positive Design Pressure = 40.6 psf Negative Design Pressure = -45.4 psf Design Assumptions: The building is considered Enclosed as defined in ASCE 7-10 The Topographic Factor for the building is 1. 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. This document is only to be used in conjunction with garage doors that are manufactured by Entrematic. ay • Y +• ! • 41 . 48 a �. ,Sc�T,A,,, F STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina,Inc., FL Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579) MIAMFDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Amarr Garage Doors dba Entrematic 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 RER-Produot Control Section to be used in Miami Dade County and other areas where allowed by the Authority Havi Jurisdietrc wr AHJ).•••• • This NOA shall not be valid after the expiration date stated below.The Miami-Dade Countyftodect Cor txol Section(In •• Miami Dade County)and/or the A14J(in areas other than Miami Dade County)reserve the rigbrtu have this product er•••• material tested for quality assurance purposes. If this product or material fails to perform h?AVaccepted manner, tlt;••• manufacturer will incur the expense of such testing and the ARI may immediately revoke,Wfo i%or surtpd'tte use of • such product or material within their jurisdiction. RER reserves the right to revoke this aceelltUce, if ii is"btermine&;••• by Miami-Dade County Product Control Section that this product or material fails to rfiertt requirtftflYs of tete 0.0 applicable building code. •• •• •• 000•0 This product is approved as described herein,and has been designed to comply with the FIcUd=4ilding Code, •. including the High Velocity Hurricane Zone. 000000 •••••• DESCRIPTION:Model 1200 WeatherGuard Plus&Heritage 3000 Insulated Ateel•Sectional Garage :0004: Doors up to 16'-0"Wide • APPROVAL DOCUMENT: Drawing No. SFC-590-010,titled"Model#1200 WeatherGuard Plus w/ DuraSafe &Heritage 3000 Short,Long,Flush,Ribbed and Oak Summit Panels",sheets 1 through 3 of 3, dated 06/21/2001,with revision D dated 07/25/2011,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, 3800 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. 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#17-0307.05 and consists of this page 1 and evidence page E-1 E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.17-1010.20 MIAMI DADE COUNTY Expiration Date:May 16,2022 Approval Date:December 21,2017 `in Page 1 lam`\ a Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NDA #12-0228.09" 1. Drawing No. SFC-590-010,titled"Model#1200 WeatherGuard Plus w/DuraSafe& Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels", sheets 1 through 3 of 3,dated 06/21/2001,with revision D dated 07/25/2011,prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS "Submitted under NDA #12-0228.09" 0000 . . .... ...... 1. Test reports on 1)Uniform Static Air Pressure Test,Loading P=F$C TAS 2X-94 •• 2)Large Missile Impact Test per FBC,TAS 201.94• •••• ••••:- 3) -3) Cyclic Wind Pressure Loading per FBC,TA392"-94 0 ;....; 4)Forced Entry Test,per FBC 24113.2.1, TA8*202.94 ••• ••••• 5)Tensile Test per ASTM E8 • ...... .... ..... Along with marked-up drawings and installation diagram of Adman 16'.17s 14 ga. •••••• steel garage door Model 1200 Heritage 3000,prepared by Atx> tt=Test Lab, Inc., •, Test Report No. ATLNC 0912.01-11, dated 10/13/2011, signed and sealed►byZ)avid:•••• W. Johnson, P.E. '..' .. . :0900: 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Conossive Environments per ASTM D1654 &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. C. CALCULATIONS "Submitted under NOA #12-0228.09" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. UL evaluation report on Surface Burning Characteristics per ASTM E84/UL723 and Self-Ignition Temperature per ASTM D1929 of Grade 54 and 40 Expandable Polystyrene Resins manufactured by Flint Hills Resources,Evaluation Report#UL ER7503-0,dated May 22, 2013 and revised on May 12,2014. F. STATEMENTS 1. Statement letter of code conformance to the 5"'edition(2014)FBC and no financial interest issued by Structural Solutions,PA., dated 02/06/2017, signed and sealed by Tomas L. Shelmerdine,P.E. Is aq I.Chanda,P.E. Product Control Examiner NOA No. 17-1010.20 Expiration Date:May 16,2022 Approval Date:December2l,2017 E-1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. None. B. CALCULATIONS 1. None •��• . . .... ...... C. QUALITY ASSURANCE ' ' • 1. Miami Dade Department of Regulatory and Economic Resources f R3'+Itj. •• •••••• D. MATERIAL CERTIFICATIONS • .... . .. ..... ...... .. .. ..... 1. None. .. .. .. .. . ...... E. STATEMENTS ' ' . . . . ...... 1. Statement letter of conformance to FBC 2017(61 Edition) dated 09/11'17,prepared, �• signed and sealed by Thomas L. Shelmerdine,P.E. ' •• • F. OTHER 1. This NOA revises NOA#17-0307.05,expiring 05/16/22. Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1010.20 Expiration Date:May 16,2022 Approval Date:December2l,2017 E-2 1 J 47ARE MILLER CARRIER ATTACHED V/Iv V4'x I/E' 146& INSIDE ATTACHED 80LT 6 NOT PER BRACKET XRASAFE 13 G0.EALV.NNIIPDII]AL V/f4)V4 7SN R� m EA OAT SIM STRAPS • NEX IEATI k� lw ATTACHE➢V/DMSLE ARD TAPE 1D'SEG a R'xM WB . ATTACHED W/N)2/M x n'STT.-IP x 13 3/r - 2/4'HEX READ SCREVS 'PER 7/16•ELT RETAINER • C 3/6'x 3 I/R'x 78GA SAgtat PLATE LOCATED eEHM TA 24 GA HEN EXTERIOR TYPICAL TOP FIXTURES �J ] CEHTER f°"� V/SAXES ON PmYCETER FINISH N.T.D. --`/ TYPICAL DURASAFt CENTER N,7,3. 2 r A. . --er 1 V4'V x 11 VIM X 18 GA eV I R-TIUSS)GALV.STEIM..R^7RH35 NCX HATTACHEDV rAW SCRC%T AT RACH END STEfl KATE x 1 7AT X 24 HA E SrDJ:Alm Do V4'x 3/4'HEX NEAR SG¢YS AT EACH SEG 2• ED GA MIN INST�WCFTM 7' INTERIOR SEEN_pi ENDSTILE ON THE O INSIDE USING U) VS'RIVETS 1 e CK-ro E EXPANDED OLYSTYRTNE INSULATION 1 LD DENSITY TYPICAL DOUBLER PLATESI_ I R--OM,U-W N.TA MAX 16 D SECTION HETwE - LOFT INSIDE ELEVATION N:rrlvt N¢7ats R-TRUSS N{PACDAT BOTTON SRAOfET N.T.S. AT C 7/4•x S/r HED 23GA DOTTOM RRAQQT EX iIEAO SCREWS 19-TRM SPACING 0 IR RQLU:R CARRIERATTACHED WITH Cd)1/41X 33W ATTACHED V/W V4'X S/4' H 1 . DI GA.aIIRAYN HEX HEAD SCRID'BCREVIT CIpR ff WM A HIN6E ATTACHED /fth V4 x 3/4' •° 1 IaDAB ff A118 A1TAOd0f0 W STtlICAOf 1/7/17 HDI HEAD 1D F 4b PROAUC E AEVIR@D a BE6�NIR 1 it�ll/O6 pT MA>eArNYaOeDTO16RA p . feNF4 C 110 NOE a 10 mx fec WW Da/16/a9 791 80LT RE AMER TRArK 7W Z=$�M"VERTICAL AOe�yR4i Ns 7 O 7fJ v �VL YXL AST�K 1 AFDgD W AES'hW p6 FDC DRD /1 i LHC ENGAGEMENT Cn•9IODNG TO SFBC PJ11iarD•Dete Mw 1Y LSW T(sw LATnb OR SEOIaELc srEEl RECTION A-A SIDE VIEW)ERCARRIERSATTALTImE LPTDRlN.1R Y/!'ST}]A . M L8. °,0Aii1ESlF11JFl�',`'/ V/w a/M x D<i' TYPICAL 87N 8ET V/FLAT LEAF'F4NGE +" Xi+' �,*°°tt,P�;c' iuR'•F'�p'�r�- IE7(IIFAA SLREVS PLR CARR=MR N.TA . tw': t tC'•°/I� TYPICAL DURASAFS M HUNGE 511 4 aAp{Ry� v N,7E -. FLLTD9.E 6EAL An6'x 1 S/r LAG GE918. MF Z'A•.i' O 7A M - to BY OIS&MR) SCREV(n $i B. JAMS BRACKET -155.0 PSF • tj 3 G/4'MRL GA GALV,sTEEL END LARGE MISSLE m ` sib e/s'x 4 2/a'x 1N'VN Wl ATTACHED TO MPACF RATED �q Qt TATE OF � � SACXER PLATES PANEL I"LANES _I r 57. NS • Iva'x D uR•x IRMA • • • • /�`I 'i h+'• Q.A tOr® �� CENTS LOCATED DEMIIID.EA • 1'V I s • 1•° LOITER NINGC 11" TT" •• • • �Plgw• TiAi, PRODUCT RENEWED • • . m comp Ing with the Florida Bullding Code I M F.• •• •� •� ' • • • llu a6o 1T-0S07.05 •POLYSTYRENE CURE •. �7 T lee GA TAW;Gwm vn cynf. tDt Nc eTIW vwRtrRccw Expire"—D t•05116/2022 �/Ie•pA yTM�• ��c.& Plarl6a Odtft "'aa"°FY•y BOLT RCTAD10t A=,Ib �0 7 AgoeptaoCp�t7eR Raritege 9000 MtortN Lona,Flush. Ribbed. BY 14-ec.x 5/ernNDK DONT wrncAt awe • •Ain ie. and Oak summit Panels Miam a Product Control SPLICE SOLI AMID AUT snIID®el yc'm E • •' • • � • DE DINNII DT OIJ ML 00 mom TRACK MOUNTING n T 1 (NQ r OR SETWO • • L • hb • � wrs • B aesm n DBF. SFC-`590 D10 • • •• • • • • • • BI MM NO L SN@RM P£Ut eA SMI DOT 1/F S • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r�A RACKET ATTACHED M WOW J BIA K t•8/e'LAO XMTS AND TQ 1/4'-20 TRACK 3PLICE BOLTS IND NUTS PRODUCT RENEWED JAMB BRACKET LDCAIIas comp in with the Florida 6Nilal.s ode DOOR TRACK ATfACHM 1 T SPLICE NOA-No. 17-0307.05 HEIGHT A B C D E F G H 1 J K L M N 8Exptratlon Dat•OS/16/2022 //RI(a) AT THIS LOD l Y WI+Et 4,WI8 ( OaI-spr Mfamt-Pa roduct centrar3" f4" 27" 38° 46" b6" BB" 7B" R DOLTS 8I A�D o TO�AHe rANB BRACKETA oALv-STEFl BRACKETSACf1W W/(1)1/�--1D PRLXXWF REVISED 27" 38" 46" 5B" BS° 78" '88" 100` 112 �aCT a!D l ftodbv 6IS' 0 11' 3" 14 27' 3$" 48" 68" 88` 78° 8B" 100"110" 124" 12' 3" 14" 27" 38' 48" 58" 88" 78" 88" 100"110" 122" 13' 3` 14" 27" 38" 48" 58" 68" 78" 68 100 1141122" 134' 148" A PROOIICTa$VAFSD 14 3"11IV 27" 38"1461 W 168-1 78" 68" 100"114't 122 134"146" 180" 1 TRACK COWOURAWN FUR 0t'UP TO 14'TALL DOORS A ty wldl lYsllMida NES. 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