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WS-19-547Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Parcel Number 388 NW 111TH TER, Miami Shores, FL 33168 1121360010530 Contacts Permit i o.: WS -03-19-547 Permit Type: WidoWs%Shutters Work Classification: Garage Doer Permit status: Approved Expiration: 09/09/2019 Description: REPLACE 8X7 GARAGE DOOR Valuation: $ 1,837.90 nests: Inspection ection 762 49RRe e Total Sq Feet: 0.00 Fees DICKSON & FELICIA ELLIINGTON Owner 388 NW 111 TER, MIAMI, FL 331683340 PRECISION DOOR SERVICE Contractor MICHAEL BRICKNER 12245 SW 128 ST 307, MIAMI, FL 33186 Business: 3055371670 mbrickner@precisiondoor.net $50.00 CCF $1.20 Description: REPLACE 8X7 GARAGE DOOR Valuation: $ 1,837.90 nests: Inspection ection 762 49RRe e Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $127.35 Payments Date Paid Amt Paid Total Fees $127.35 Credit Card 03/13/2019 $50.00 Credit Card 03/25/2019 $77.35 Amount Due: $0.00 Building Department Copy 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 rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regula ' g o pcti zoning. FU)herryore, I authorize the above named contractor to do the work stated. rk Authorized Signature: Owner ! Applicant / Contractor / Agent Date March 25, 2019 Page 2 of 2 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 PERMIT APPLICATION EZ/BUILDING ❑ ELECTRIC ❑ ROOFING Master Permit No Sub Permit No. RECEIVED MAR 13 2019 0,4 't) YBC' o 1-a"' ws k -sup ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS [—]CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Jy 1 f f � 6 / City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: � —2 % 3b —LaOI — �)' x) Is the Building Historically Designated: Yes NO Occupancy Type: l la11-oad: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ! -./i'LiU /�inu ann Phone#: 62%) 7-S-1 — J3�� Address: _ZeS & City:1(//icy, i ���j�r S State: FL Zip: z37 49- Tenant/Lessee Name: Phone#: Email: f}ai/( hi-,zi / [0-L CONTRACTOR: Company Name: Address: I ZZ- /S sGc'/ City: j"t f Qualifier Name: f (7916 ) -/75-3/ ! y Zip:: z 5�(0 L M ) � - Phone#: D -K— 2231 CACState Certification or Registration #: C AC 44-?zz l ff Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address Q �/ City: State: Zip: Value of Work for this Permit: $ �0 , [, Square/Linear Foota a of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace Description of Work: ❑ Demolition Specify color'of color. thru'tile: Submittal Fee $ Scanning Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $, DBPR $ CO/CC $ . Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ 3--� ' 3� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi 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 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 reinspection fee will be charge Signatur OWNER or AG T The foregoing instrument was ac owledged before me this day of /&C A 20 /qJ by &%IL,rAF%�f r�Css�f/1 f who is personally known to me or who p� has produced as identi7ti�� ndZwl7o di fak�oatFi. NOTARY PUBLIC: Sign: Print:///i,�✓/� Seal: AV ft& Notary Public State of Florida Eduardo Urbino -Hall My Commission GG 287988 '�ja„ / Expires 01/02/2023 Signature v CONTRACTOR The foregoing instrument was acknowledged before me this day of �1//�i.rl�f� 20 by &L"ll,(' e/ whoisdersonally knowDto me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: la ��.✓� �� i Seal: ******************* Notary Public State of Florida re�� Eduardo Urbina-Hall y My Commission GG 287988 4jaw Expires 01 2023 as ************ C4��Ixl)f APPROVED BY 7 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 3/13/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-001-0530 Property Address: 388 NW 111 TER Miami Shores, FL 33168-3340 Owner DICKSON ELLIINGTON &W FELICIA Mailing Address 388 NW 111 TERR MIAMI, FL 33168-3340 PA Primary Zone 0700 SGL FAMILY - 1551-1700 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,531 Sq.Ft Living Area 2,191 Sq.Ft Adjusted Area 2,231 Sq.Ft Lot Size 7,500 Sq. Ft Year Built 1955 Assessment Information Year 2018 2017 2016 Land Value $161,028 $161,028 $134,829 Building Value $156,934 $157,171 $157,408 XF Value $1,493 $1,501 $1,509 Market Value $319,455 $319,700 $293,746 Assessed Value 1 $196,660 $192,616 $188,655 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $122,795 $127,084 $105,091 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description NEW MIAMI SHORES ESTS PB 51-80 LOT 5 BLK 3 LOT SIZE 75.000 X 100 OR 19570-3760 03 2001 1 Generated On : 3/13/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $146,660 $142,616 $138,655 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $171,660 $167,616 $163,655 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $146,660 $142,616 $138,655 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $146,660 $142,616 $138,655 Sales Information OR Previous Price Book- Qualification Description Sale Page 03/01/2001 $150,000 19570- Sales which are qualified 3760 09/01/1990 $0 00000- Sales which are disqualified as a result of 00000 examination of the deed 06/01/1987 $85,000 13332- Sales which are qualified 0173 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 assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version STRUCTURAL SOLUTIONS, P.A. * 5921-G West Friendly Avenue Greensboro, North Carolina 27410 NC Firm #C-1096 Project No.: 19-002 Date: 3/4/2019 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: 388 NW 111th Terrace Miami Shores, FL _ •• Osseo. • • o •s .. Garage Door Width: •••••o .... 8 ft ' Garage Door Height: 7 ft:•••:- Basic Wind Speed: ;;'::175 mph p • Exposure:..•... C •• •• Mean Roof Height:: ' :11 f ' Least Overall Horizontal Dimension of Building:: 50 ft'••�• Distance from left building corner to edge of garage door opening: •' ••• 2 [t .- Distance from right building corner to edge of garage door opening: 2 fC'•• Roof Slope: any slope Positive Design Pressure = 35.6 psf Negative Design Pressure = -42.4 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. STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579) 0000.o W 7> M 2 >- o m r E n w r O a MIAMI-DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMI R) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2590 �QF (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamid g�ov/economy 4z Amarr Amarr Garage Doors dba Entrematic �1q�1v��F40 165 Carriage Court 1 Winston-Salem, NC 27105 �.. SCOPE: This NOA is being issued under the applicable rules and regulations governing a use of • • • • • construction materials. The documentation submitted has been reviewed and accepted byami-Dade . .' County RER-Product Control Section to be used in Miami Dade County and other areea There allowedb'y • • • • .. the Authority Having Jurisdiction (AHJ). • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CtR Prodlibt Ountrol ' • • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade (:!AW: reserve the.right • to have this product or material tested for quality assurance purposes. If this pro4ncf 8r material fails to • perform in the accepted manner, the manufacturer will incur the expense of such t$stun end the A•HJ may, • immediately revoke, modify, or suspend the use of such product or material within. their jurisdiic"• RER• ...: reserves the right to revoke this acceptance, if it is determined by Miami -Dade badnt� Projuct 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 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to / '9'=0`Wide with Impact Windows (DP +51.1,-60.3 PSI) VAL DOCUMENT: Drawing No. IRC -9509-180-21-G, titled "Model 950 Heritage & 655 Oak (24 IiA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated 0 0Q, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. on /2 3, be_aring the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance n e "d e##ation date by the Miami -Dade County Product Control Section. E_I I ACT RATING: Large and Small Missile Impact Resistant Apermanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, K s , m6delnumber, the positive and negative design pressure rating, indicate impact rated if applicable, in afi& instruction drawing reference number, approval number (NOA), the applicable test standards, and th statbnf nt reading `Miami -Dade County Product Control Approved' is to be located on the door's side trIck, bott3m angle, or inner surface of a panel. 'RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change in fhe 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 iales, 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 renews NOA # 17-1010.07 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 Carlos M. Utrera, P.E. NOA No. 1&0725.02 Expiration Date: October 10, 2023 li 7%6,01 Approval Date: August 30, 2018 /)- , 0Page 1 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous NOA's A. DRAWINGS "Submitted under NOA # 13-0813.21" 1. Drawing No. IRC -9509-180-21-G, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated.. 03/12/2013, prepared by Aman Garage Doors, signed and sealed signedind sealed o1?... 10/03/13 by Thomas L. Shelmerdine, P.E. . : *00 .. .. B. TESTS "Submitted under NOA # 13-0813.21" • • • • 1. Addendum to Test Report No. ATLNC 0319.01-13, prepared by Amerid&Fest Lag,'MC.' dated 06/11/2013, signed and sealed by David W. Johnson, P.E. *0:0,0 FBC 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per ��5� 202-94 • • • • .... 2) Large Missile Impact Test per FBC, TAS 201-94 • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 :...:. 4) Forced Entry Test per FBC, TAS 202-94 • • 5) Tensile Test per ASTM E8 • • • along with marked -up drawings and installation diagram of Aman 9' x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc, Test Report No. ATLNC 0319.01-13, dated 05/01/2013, signed and sealed by David W. Johnson, P.E. 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM 13117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. "Submitted under NOA # 13-0503.06" C. CALCULATIONS "Submitted under NOA # 13-0813.21" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 07/16/2013, 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. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA.) for their "Saflex Clear and Color Glass Interlayers" approved on 06/19/2014, expiring on 05/21/2016. F. STATEMENTS "Submitted under NOA # 15-0505.15" 1. Statement letter of code conformance to the 51 edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0725.02 Expiration Date: October 10, 2023 Approval Date: August 30, 2018 E-1 Amarr Garaae Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 2. Evidence submitted under NOA # 17-1010.07 0000 A. DRAWINGS •.. • • • • • • • • • 0000.. 1. None. • • 0000.. 0000.. .: .' 0.00.. 0000.• 0000.: B. TESTS 0000 0000.. 0000.. • • • 1. None. .. • .' 00:00 • ...... . 0000 0000.. . C. CALCULATIONS • • . . :0.0% • 0000:. 1. None. : .*o. .0000: ... D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflez Clear and Color Glass Interlayers" approved on 09/07/2017, expiring on 05/21/2021. F. STATEMENTS / 1. Statement letter of code conformance to the 6th Edition (2017) FBC issued by •/ Structural Solutions, P.A., dated 09/11/2017, signed and sealed by Thomas L. Shelmerdine, P.E. Carlos M. Utr/era, P.E. Product Control Examiner NOA No. 18-0725.02 Expiration Date: October 10, 2023 Approval Date: August 30, 2018 E-2 ALAWrN LC RZIGR T:NNH3 ATTPCM V/ m H4' . //R14GL ONAIASAfE DOLT L HUT MWIM :%ET C UTO NWOE ATTACBFS V/ NT 1/4' x L4' mm =ma -- 3 SM 22GA R TRUSS ATT'ACNED 12 CA GM.V. CmDR7I7ICIAL - V/ (2) 1/4' x 3/4' TAIT24 VA W COMOP �tiIED f4) L4' MOMTa --`.; ..�� EACR'CE/ROt Uum scw�m AT_- yQAtt(p 7==Tv 3/4' MHEAD SCRVA .. C 1Q 2A.L STEELi.. I. xRACIRi 5• NRI s7LA RMIXR TYPTGAL Ttm FIXTURES ! 1 \ �"'•' m INSIDE ELEVATION ATTACHED MR�CYA+= 4. ID TOIL' f7EEL Jal.AW.-M LDIIO S1EN amum 3 Ism nal" R -TRUSS IDCK-EITDAGE3 TNTO VERTICALATTACMV/ (4) IO5/R' MRI1/4' r 3/r HEX CU. ORLOCKHIM SCPCVS VR27 t/4' x 3 3/4' MRL simitouI FF a CONTI WRRTM y TRACK h&QUN i1NG DETAIL (, . x f pt )LT3 DURA Il'RaE 2 N PAGE 3 1NG NYY LAG O O a' RTm sIM YT W 1/4' X 3/4' WX WAS =REVS AT END AND CENTER s7aEs •°• HITiGN SRA= v IR RAL Sim to A. ATTACIET 5, WN SMRGUD! Via) SA' Y DIV Het METm 9MV0 TYPICAL 7IITT1IAAIRACktT H.T3, 11�AC 11=12 S "WT is 1TEOROw SECTION A—A ISPE VIEW) RTS WEWAts 1155 SR —zS _I 11 OPT.TIR4AL vary 6 ..S. FLAG Bkw3lE'T ATTACK11 TD WOOD UV14 wx ¢l-IIAGRxMvi AX0 TRACH PUCE •0.T 6 NUT raevr>ge� �•R•illr�T4rr Qe FIDriRc • Jz-/8 $a RAZE M ON a lOMYR( M .v" • ACW SPACINR TRACK CONFIGURATION FON Nis` UP TO 14 TALL DOORS vacoucir rem�kly rfllt lOeAortl. A14 Y•RdM�6sj{ Ip0 �0�°•1 a �O'�T'AY]`pih�j1lA`' »b NR B w Mims 96* tnk.aCA.0"Y ICY LARGE MISSLE IMPAQT RESISTANT • • [•PROPU •P r$E • •• 4x1nq y! 4M• 4 • • TYir9 • • • rlon-�lo. 1&a725R02• • bsp�r,Rion Da 1 011 012 02 3 • • •MlamControl • MAW" TGillpfiA/f7! zri IY . T4• DESIGN OAM +5M LPs! .4-p' -eo a PSF � ` ey q 004/66Y.Bf(!^ �p,` - t8 add STATE Of ^u', `3 LARGE NISSLE mS ,,��••'' 4/•• REMSTAKE € Fi`/fj/��4�1� D (yRR1AGE (RRT YxASYLM-0NSx. MG f71W V WYIBRCffi 1 Mon ORO Enwrim (24 T!"A) t00% ROoo MODEL05 RAE BUJIMM ($4 DaJ Low, 8000 SHORT. UM, M= AND 0" BRIOdPf PJltT W 41E rArR Y .WE SM/0 mm me aRaTDn WE IRC -W 0-214 • • Rm1oFS • • SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK FROM THE TRACK THE LOAD IS TRANSFERRED W THE VERTICAL JA AK THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD WN5FERRED FROM THE DOOR. Z EACH VERTICAL JAMBS RECEIVES MAAMUM DESIGN LOADS OR +730.0 LBS/FT & -271.4 LSS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED. MANIRAWLIRED AND INSTALLED MATH STANDARDS AS SET FORTH BY OAS" 4. ROLL STORMED, W/ BAKED ON POLYES 0218 EXTERIOR SKIN USEDOORS ( 5� RR -TRUSS P SECTION (4) �cnotNS As SHOWN. 8. DOORS OVER (4) SECTIONS REFER 70 TABLES H AND 2 CN PAGE 3 7. SUPPOR70Ki STRUCTURAL ELEMENTS SHALL BE DEWNED BY A REMSTRED PROFESSIONAL.DMEM FOR WIND LOADS INDICATED ON THIS DRAWING W ADDITION TO 07HO LOADINGS B THIS APPROVAL REWIRES THE "ANUFACTURER TO DO TESTING OF ALL COILS USED W FAMCATE DOOR PANELS .UNDER THIS NOTCE OF ACCEPIAMM- A MDNTgILW OF 2 SP71'NS SIAALL.E CUL FROM EACH CDN. AM `fENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAD 'SELECTED AND PND -BY THE MANUFACNRER. EVERT 3 MONTHS, 4 TIMES A YEAR, THE FUNINACTURER SHAD. MAL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CWNFWJATM THAT THE SPEOMENS WERE SELECTED FROM CORS AT THE MANUFAMIRER PRODUCTIOM FACILITIES. AND A NOTAWZI D STATEMENT FROM THE MANUFAMIMER THAT ONLY CORS WITH YIELD STR84M OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DME COUNTY UNDER THIS NOTICE OF ACCEPTANCE. PRODUCT RENEWED a• comPMlw WNh the Florida Bu1ld oil Hada NOA-No. 18-0725.02 Expiration .10110/2023 By Mlam Product Got Is I AVAItABO. 7aA0t CCAF1•NRATIONS INTERIOR OF GARAGE --4 MAX. WIDTH wo, { �- DESIGN LOADS +230.0 LOS/FTSEE NOTE 2 -271.4 LDS/FT DALV STEEL INIMIER WPACT WM121V FRARE .PSI' SAW ZIEFL EXTERIOR NFACT YRI➢OV FIRM W.5' RITE ON GLASS TEXTERtOR 1fA7DRV FRAME e4 GA. STEEL AMR SXRF 3/16. OVERALL Ar CLEAR OMEAL13 W.ASF ABC SCLURA PVM WERLATER Ng' CLEAR r•'•` rn 1XASS "WACTMED ri GLAAOINI Sl@ERIDID SR -170 TURAL ADxCOVE 'L v16' X1/2' SCREV - USED To W � S7 E) TEpiQ MAtCf VIg1051 FRAXE TO A I~ X 1B' UREV - ASID TD hWMN nECOM 1VE PLAI M KLIED VIIOILDV FAWIE TO THE ASSPOLY �IIiN B -BRACT NTAILB-B�ACT�BLTATL N.TS. -1B-V8' ➢ � w 'R '= a yeimf�#lai� -AmAFearNo 103/9' DLO 9! 16•oi �►eo/.et Ar •MDMDe l7ry6 i E --'9 -y/�0.07 IMPACT n anur. FASHENER DETAIL 1y� aF-d>�e�m �"s--L=M.LY1J.25 N.TS. INTM�T 4.AZTNG MEETS ASTN. E13110-049Qoaaai WOOD JAMB ATTACHMENT TO STRUCTURE ------- IEE- ZMM oFR= .LAG SFJE1fi 7rARTT w 6' Ffmm ENDS Tfira 2D' 0.C. 0. .I/2' EIL m -m 7'T1`i HAIR ATTr,a�EIR m Am PSl LTWCIrlE DULY 3/8' X 4' STARTING 6' FRWt ENDS THEN 84' O.C, (8 ILC' EHBEDIFNT) VE ANCHOR 3/IN X 2-3/4' STARTING 6' F'RON EARS THEN 18' = 0 1/d• EIGEDKL?M E REDHEAD RRU-HIL/9' T) 3XV STARTING 6' FROM 13IDS TWH 24' ➢:G (2 1/2' H 4' X S' TITEN SCREWS ST-ARTRID 6 FR USE PAIRS DF FASTENERS AT 8r 0C. 0 I/2' EMBEDMENT) X 2-3/4' KVIK-= n. SC" STARTTAG 6' FPM ENDSS , Mr -PA O ©' APAR'O AT 8' = V 1/4' ERSEDMEN"D 1/4' ALMS AND BATS CAN DE COUNTERSUNK 10 PROVIDE A FLUSH MMUTIM SURFACE -PREPARMCH 13F WOOD JAMBS SY DTHET6 IVOOP rnMCPETE n10V TR OC t STRMTURE STIBCNHE TTRUCTUlE • • • 4i4 X62 -3/4 1 4• • • • • TMP. JkAd 3' FLEA MAX SIZE I' M T4' DEEM LIN[ +81.1 PSF -60.3 F'SF LAR(E MISS1 IMPACT RESISTANCE • • • unmD • • • 1MD1081 •�• ••• • RTL- WI ••• B M •• 0 • • • • 4� - ••• �' • • 'R ��I W pp •• •• • • ••• ••• • • DALV STEEL INIMIER WPACT WM121V FRARE .PSI' SAW ZIEFL EXTERIOR NFACT YRI➢OV FIRM W.5' RITE ON GLASS TEXTERtOR 1fA7DRV FRAME e4 GA. STEEL AMR SXRF 3/16. OVERALL Ar CLEAR OMEAL13 W.ASF ABC SCLURA PVM WERLATER Ng' CLEAR r•'•` rn 1XASS "WACTMED ri GLAAOINI Sl@ERIDID SR -170 TURAL ADxCOVE 'L v16' X1/2' SCREV - USED To W � S7 E) TEpiQ MAtCf VIg1051 FRAXE TO A I~ X 1B' UREV - ASID TD hWMN nECOM 1VE PLAI M KLIED VIIOILDV FAWIE TO THE ASSPOLY �IIiN B -BRACT NTAILB-B�ACT�BLTATL N.TS. -1B-V8' ➢ � w 'R '= a yeimf�#lai� -AmAFearNo 103/9' DLO 9! 16•oi �►eo/.et Ar •MDMDe l7ry6 i E --'9 -y/�0.07 IMPACT n anur. FASHENER DETAIL 1y� aF-d>�e�m �"s--L=M.LY1J.25 N.TS. INTM�T 4.AZTNG MEETS ASTN. E13110-049Qoaaai WOOD JAMB ATTACHMENT TO STRUCTURE ------- IEE- ZMM oFR= .LAG SFJE1fi 7rARTT w 6' Ffmm ENDS Tfira 2D' 0.C. 0. .I/2' EIL m -m 7'T1`i HAIR ATTr,a�EIR m Am PSl LTWCIrlE DULY 3/8' X 4' STARTING 6' FRWt ENDS THEN 84' O.C, (8 ILC' EHBEDIFNT) VE ANCHOR 3/IN X 2-3/4' STARTING 6' F'RON EARS THEN 18' = 0 1/d• EIGEDKL?M E REDHEAD RRU-HIL/9' T) 3XV STARTING 6' FROM 13IDS TWH 24' ➢:G (2 1/2' H 4' X S' TITEN SCREWS ST-ARTRID 6 FR USE PAIRS DF FASTENERS AT 8r 0C. 0 I/2' EMBEDMENT) X 2-3/4' KVIK-= n. SC" STARTTAG 6' FPM ENDSS , Mr -PA O ©' APAR'O AT 8' = V 1/4' ERSEDMEN"D 1/4' ALMS AND BATS CAN DE COUNTERSUNK 10 PROVIDE A FLUSH MMUTIM SURFACE -PREPARMCH 13F WOOD JAMBS SY DTHET6 IVOOP rnMCPETE n10V TR OC t STRMTURE STIBCNHE TTRUCTUlE • • • 4i4 X62 -3/4 1 4• • • • • TMP. JkAd 3' FLEA MAX SIZE I' M T4' DEEM LIN[ +81.1 PSF -60.3 F'SF LAR(E MISS1 IMPACT RESISTANCE • • • unmD • • • 1MD1081 •�• ••• • RTL- WI ••• B M •• 0 • • • • 4� -By STATEL OF •l�h ;6'l,� O RLP FL �LHF+tnnLT+ AL���••• A t� r �mmkaALEA.MctT1m vW,aw mmusus (E6 1000, 2000 0AK .9111814112i Q. 1000, 201 A TLV®, OAK SUNNIM PA DAA 87/t7/O KAHNRI 90 2 1F 3 - ••• �' • • •• •• • • ••• ••• • • -By STATEL OF •l�h ;6'l,� O RLP FL �LHF+tnnLT+ AL���••• A t� r �mmkaALEA.MctT1m vW,aw mmusus (E6 1000, 2000 0AK .9111814112i Q. 1000, 201 A TLV®, OAK SUNNIM PA DAA 87/t7/O KAHNRI 90 2 1F 3 TABLE 1 TABLE 2 TABLE 4 F. RUM 1101010,612 12 ROTS I Cer-Aer StBe Location Measured Horn LeR Edge) let 2st 3rd (in) (in) (in) SECTION HEIGHTS itEfGHT 0 #3 #4 24.000 #_6 #7 #8 `Q.ni.. qp#2 mm- 2F2 li ' 71.376 !}#5 AM WHIM Long 13' 6" OmElmmmmm 21" 21-121" Bead 21" 18-118- 21" 814 Long 25.000 X18° MEMO 8'14 Bead 25.825 12-6- 21" 18" Long 18" 18" 18" 18" 21" 26.125 61,000 76.876 11' 6' 21" 21" 21" 18' 18 18" 21" 8' 8 'Bead 28-M szom 77.375 8'I10 Long 26.500 10'6" 21" 21" NY 2.1" 21" 21" m; mmi NMI =WZMa9d 27.000 54.000 9'6" 21" i8" 18` 18' 18" 21" 8'6" 21" 21" 21" Itr \: IM DOOR P Cer-Aer StBe Location Measured Horn LeR Edge) let 2st 3rd (in) (in) (in) SECTION HEIGHTS itEfGHT 0 #3 #4 24.000 #_6 #7 #8 `Q.ni.. qp#2 mm- 2F2 li ' 71.376 !}#5 AM WHIM Long 13' 6" 21" 21" 21-121" Bead 21" 18-118- 21" 814 Long 25.000 X18° 75.000 8'14 Bead 25.825 12-6- 21" 18" Long 18" 18" 18" 18" 21" 26.125 61,000 76.876 11' 6' 21" 21" 21" 18' 18 18" 21" 8' 8 'Bead 28-M szom 77.375 8'I10 Long 26.500 10'6" 21" 21" 21" 2.1" 21" 21" m; mmi NMI =WZMa9d 27.000 54.000 9'6" 21" i8" 18` 18' 18" 21" 8'6" 21" 21" 21" 18" 21° 7'6" 18" 18 18" 18" 18" •�' e'F ��^1���aL��,'�'--6�s•.-..i4',s-. 0'6" 21" 18" 18" 21" ���E��� ALL TRACK ATTACHME14T SPACM +/- 2" ALLOWED S'ATH SYP OR SPF NQ 2 OR BETTER ONLY 8ecuoa width 00 P Cer-Aer StBe Location Measured Horn LeR Edge) let 2st 3rd (in) (in) (in) as complying with the Florida Building Code 0 8',0 Long 24.000 48.000 72000 8'10 Brad 24.826 48.000 71.376 8'12. Long 24.600 49.000 75800 8' 2 Bead 25.125 49.000 72.875 814 Long 25.000 50.000 75.000 8'14 Bead 25.825 50.000 74.375 8 a Long 25.500 51.000 76.500 818Bead 26.125 61,000 76.876 8 a Lor�g 20.000 52.Wo 78.000 8' 8 'Bead 28-M szom 77.375 8'I10 Long 26.500 63.000 79.500 8' 10 Bead 27.125 53.000 78.875 =WZMa9d 27.000 54.000 81.000 V 54.000 80.375 •�' e'F ��^1���aL��,'�'--6�s•.-..i4',s-. aY.,���c��y ao=�..�'�K ���E��� � Qom; -r•• ..� 3' o.�'.�i�.. �: o ., .. ° r_ � (� 0 � ° �ry : �1.�11�� ' s� �Y.t� „', �� ".�: Gy`t!3!,;�'n1' x; a `.'� s ._�• o : _ v �� 6 / 6 " 4 ,,,�'?:_�;�.'.x�° ALL TRACK ATTACHME14T SPACM +/- 2" ALLOWED S'ATH SYP OR SPF NQ 2 OR BETTER ONLY 8ecuoa width 00 P Cer-Aer StBe Location Measured Horn LeR Edge) let 2st 3rd (in) (in) (in) as complying with the Florida Building Code 0 8',0 Long 24.000 48.000 72000 8'10 Brad 24.826 48.000 71.376 8'12. Long 24.600 49.000 75800 8' 2 Bead 25.125 49.000 72.875 814 Long 25.000 50.000 75.000 8'14 Bead 25.825 50.000 74.375 8 a Long 25.500 51.000 76.500 818Bead 26.125 61,000 76.876 8 a Lor�g 20.000 52.Wo 78.000 8' 8 'Bead 28-M szom 77.375 8'I10 Long 26.500 63.000 79.500 8' 10 Bead 27.125 53.000 78.875 =WZMa9d 27.000 54.000 81.000 27.825 54.000 80.375 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-0725.02 P-apir•Non D•ta10/1012023 By Mlam • Product Control REV '7'SWI o•••IPjty Iry�ir�w. Daft 9'X 54 DESIGN LOAD +55.1 PSF -G03 PSF eizmtx.7�vtsm a•�+�.choA�• LAM IMF RESTS • Fxu � By 1'boTN - M6cni M"8•d Ccand No 1104$571 STATE OF F F�'14 u141M1 �• -�"• . ''+4usetrss� PIA cyX"rwcrnur vorxr wa rias vvw•wvan MOD'X4 I= AERRWOX (04 tik) tODO. ¢wo MODID, um DAR smmrr (ys 6A) 1DD0. F400 r1E�K LOW, PLUM AND OAR SUMMIT PAM NAV fit NH PS/U/A7 CPoCIWBR- XD�IPB' 311 Rc_ W -leo -i • SiW363 3/4/2019 Building Sketch Viewer �J Miami -Dade County Office of the Property Appraiser Building Sketch Viewer Folio: 11-2136-001-0530 Actual Area: 2,531 Sq. Ft. Address: 388 NW 111 TER Living Area: 2,191 Sq. Ft. Owner: DICKSON ELLIINGTON &W FELICIA Adjusted Area: 2,231 Sq. Ft. Building Number: 1 • of i Roll Year: 2018 PreVIOUS Next 0000- • •••• 00 iz ADD 15 ADI 15 �•••. • • :... L .•.••• ..... 15 • • • �•••i• 00 �•900 •FA D 1z ONE L° ' &flac_�e 15 ""(((lll GRU zz n X14 �22-- �X 7 4 OPU 7 ONE : One Story . GRU : Garage, Unfinished OPU : Porch, Inserted . AD1 : Building Addition w/o Plumbing ADD : Building Addition Click here to see all Sketch SubArea Descriptions Generated on: 3/4/2019 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 1/1