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WS-19-1732Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 FD) t-f�fa�j�`� Issue Date: 08/OS/209 Location Address Parcel Number 550 NE 102ND ST, Miami Shores, FL 33138 1132060171041 Contacts Permit No.: WS-07-19-1732 Permit Type: Windows/Shutters Work Classification: Garago°boor Permit Status. -Approved Expiration: 02/03/2020 IRENE HEGEDUS Owner PRECISION DOOR SERVICE OF MIAMI Contractor 550 102 ST, MIAMI SHORES, FL 33138 ROBERT ESPARRAGOZA Business: 7864752831 Description: REPLACE 16 X 7 GARAGE DOOR Valuation: $ 2,715.00 Inspection Requests: uests: 49 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $128.15 Payments Date Paid Amt Paid Total Fees $128.15 Credit Card 08/05/2019 $128.15 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 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 contractors dgthe wptlyst0Vd. Authorized Signature: Owner / Applicant / Contractor / Agent Date August 05, 2019 Page 2 of 2 Miami Shores Village Building Department artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2011 BUILDING Master Permit No. W 5- I-41-113 Z PERMIT APPLICATION Sub Permit No. [Z/BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP r' CONTRACTOR DRAWINGS JOB ADDRESS: SS© /V r 're City: Miami Shores County: Miami Dade Zip: 7 3 f 3E Folio/Parcel#: / 1- 3 206 --017 -16 41 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �rP-"e iyP _Pll s Phone#: 30-L q 7 S -v q 7� Address:`` SS-0 /i/ � /OZ If City: 14"a-tl S�i�r�S State: IQ_ Zip: 3,7/ ?J Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: �rPCrY��1n %�� 1 erv,Le 47 Own Phone#: 6WO / rS 45U Address: IZZU .Su/ /Zk- S,,,- A& City: State: Zip: Qualifier Name: &12r6 err-c<<aozk Phone#: C ZS�6� �(g�' ?07/ State Certification or Registration #: of Competency #: DESIGNER: Architect/Engineer: Phone#: Ad City: Value of Work for this Permit: $ , ZZ,� w Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ID New [✓J Repair/Replace Description of Work: Specify color of co or thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 1 2- . (Revised02/24/2014) 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 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 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 approved and a reinspection fee will be charged. l Signature Signature OWNER or AGENT CONTRACT The foregoing instrument was acknowledged before me this 2s day of /w / 20 f q by _ _ Trees d�jq-edgfi who is personally known to me or who has produced l-L iir��P�S )Cease- as identification and who did take an oath. NOTARY PUBLIC: Print: Seal y, Now' Stab at Fbrkla Eduardoo UrUr bina-Hall My Camustion GG 287WS 4«wP ExpiresOt/OW023 The foregoing instrument was acknowledged before me this ?k _ day of 67d 20 i y by who is ersonally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign Print: Seal: J-- EdUa Public it of Plaids Eduardo UrDina-HaA %rw/ EExxpires0ll02r2027 Commission GG 2B7968 L APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 2 io!'! OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-017-1041 Property Address: 550 NE 102 ST Miami Shores, FL 33138-2455 Owner IRENE S HEGEDUS TRS IRENE S HEGEDUS REVOC LIVING TR Mailing Address 550 NE 102 ST MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,652 Sq.Ft Living Area 2,116 Sq.Ft Adjusted Area 2,360 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1979 Assessment Information Year 2019 2018 2017 Land Value $258,854 $258,854 $258,854 Building Value $179,313 $180,682 $182,050 XF Value $1,118 $1,130 $1,144 Market Value $439,285 $440,666 $442,048 Assessed Value $362,419 $355,662 $348,347 Benefits Information Benefit .Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $76,866 $85,004 $93,701 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 4 AMD PLAT PB 15-14 LOT 6 & E1/2 LOT 7 BLK 94 LOT SIZE 75 X 115 OR 15550-2391 0692 1 Generated On : 7/26/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $312,419 $305,662 $298,347 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $337,419 $330,662 $323,347 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $312,419 $305,662 $298,347 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $312,419 $305,662 $298,347 Sales Information Previous OR Book - Price Qualification Description Sale Pa a 9 31292- Corrective, tax or QCD; min 12/17/2018 $100 4593 consideration 27059- 10/16/2009 $400,000 Qual by exam of deed 3468 25607- Sales which are disqualified as a result 04/01/2007 $0 1148 of examination of the deed 15550- 06/01/1992 $127,000 Sales which are qualified 2391 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 httD://www.miamidade.gov/info/disclaimer.asD https://www8.miamidade.gov/Apps/PA/propertysearch/ 7/26/2019 STRUCTURAL SOLUTIONS, P.A.* 5921-G West Friendly Avenue Greensboro, North Carolina 27410 RF�F/ Project No.: 19-002 Date: 7/16/2019 NC Firm #C-1096 &1F 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 Com in Section 2.4.1. For use with Florida Building Code 5th Edition (2014) and 6th Ed' Building Address: 550 NE 102 St Miami Shores, FL 33138 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 Slopl: 10.5 ft 55 ft 2.5 ft 2.5 Jt.. • any 64@R6 •• : ... . • . Positive Design Pressure 7000• • 33.8 pl Negative Design Pressure =6... -38.Q •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 Sola jgrts,p.A. bX • others. These calculations do not address the structural adequacy of the jambs or other supporting strutUp,., • 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. • 1 •• � Y • • ••+11N�Ir.RY�••• •• 13.48579 ■ ■ • STATE •Y .1 I"I'T"li C„ •1 rS I''J QC^i` a c)A lr STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412)- Thomas L. Shelmerdine, PE (Florida PE #0048579) W MI&MI-DADS 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.miamidadegoy/economy 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 RER-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 (ln 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. RER 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 650 Oak Summit, 600 Stratford & 950 Heritage Series 1000 & 2000.3ft1 Sectional Garage Door up to 16'-0" Wide w/ Impact Resistant Windows • • • • • • • APPROVAL DOCUMENT: Drawing No. i(RC-6016-156-26-I, titled "Model #65QLak sum mit,'#AO ....;. Stratford and # 950 Heritage Series 1000 & 2000", sheets I through 3 of 3, dated 02AA2014, prepared by ; •; Amarr Garage Doors, signed and sealed on 07/07/14 by Thomas L. Shelmerdine, PJ.0,betring tJrtJvSjmi- • Dade County Product Control revision stamp with the Notice of Acceptance number'd'dd expiration date by •' ; • • . the Miami -Dade County Product Control Section. • • • • • • • 0 • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ...... LABELING: A permanent label with the manufacturer's name or logo, 3800 GTedhway Circle; L%*,ence, • •' • • • Kansas, model number, the positive and negative design pressure rating, indicate inlot rated ifapplicable, ;....; installation instruction drawing reference number, approval number (NOA), the applicable test stV44§rds, 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 datemay 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 # 15-0505.20 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. 17-1010.12 =Auu D. COUNTY Expiration Date: September 25, 2019 Approval Date: December 21, 2017 Pagel `tiA�\��� Amarr Gara e� Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NOA # 14-0421.01 " 1. Drawing No. IRC-6016-156-26-I, titled "Model #650 Oak Summit, 4600 Stratford and # 950 Heritage Series 1000 & 2000", sheets 1 through 3 of 3, dated 02/05/2014, prepared by Amarr Garage Doors, signed and sealed on 07/07/14 by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 14-0421.01" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 16; 7 ;24 ga f0;z:v") ...... steel garage door Model #600, prepared by American Test La13,Jn*c.;Test Report No. . • ATLNC 0211.01-14, dated 04/02/2014, signed and sealed by Das�d•W. John;@;, P.E. • • • � • "Submitted under NOA # 13-0503.08" • • • • • • • • • 2. Test report on Evaluation of Painted or Coated Specimens Subj6Lfe'd to CdrroVve ":'•. .. . ..... Environments per ASTM D1654 & ASTM B117, prepared byMiAecturalYesting, •• Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed.and sealed by Gary . • T. Hartman, P.E. . . : • • . • • . ...... .: ...... C. CALCULATIONS "Submitted under NOA # 14-0421.01 " 0 • •..• 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04103/2014, 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. None. F. STATEMENTS 1. Statement letter of code conformance to the 5' 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. 1Sk� \ Ish q I. Chanda, P.E. Product Control Examiner NOA No. 17-1010.12 Expiration Date: September 25, 2019 Approval Date: December 21, 2017 E -1, Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. New Evidence submitted. A. DRAWINGS 1. None. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19 laminated by Guardian. . . .... ...... E. STATEMENTS ' 1. Statement letter of conformance to FBC 2017 (611 Edition) dated 09 $� 17, prepared, • • • • : • signed and sealed by Thomas L. Shelmerdine, P.E. ... • . • .... . .. ..... F. OTHER ' ...... .... ..... 1. This NOA revises NOA # 15-0505.20, expiring 09/25/19. • • • • ' • •' • • • 0 : 0 . . . . ...... Ishaq L Chanda, P.E. Product Control Examiner NOA No. 17-1010.12 Expiration Date: September 25, 2019 Approval Date: December 21, 2017 E -2 I-91-951-9109—III �'° AB �' 8 M19YN>fiMq IVsh riYQ MP J811O/d0 ffi 0008 8 NOT swag S9YS,s8H 090 IN= 0008 P? 000T was (w08SrNSs 009f lHGOK 0009 R NOT S91'HES Z1IMS MYO 6994 IBM Caa sex 9nm-WL MA WW 30VIw43 rn p6 ..•.•........ 1� 1NVLSIM AA L7VdWl Ad OTO- SOY01 1531 'axis OL ►-gNr AdO'L6- R '9C Ad 0+ N s0Y01 "Ir", SA2802 Qtl3H X3H A/C X AA 40 /A a3H3Y1LV L3xNm Allot CHHO VO Ct .9(/IF9 X .0 Ilkw How NO LfWS (ISX W VO 07 A ( SLIM OW 1101 ..«/S N A" to/A 43HWIIV 13M3►MS3HIS 33211111 3" NgV SA3M S 4Y3H m Aft X AA OVA QMHSV11V 3MO1M! d0L wlmrjNH00 V9 31 Im aw 1'W .►/C X 'Svc t0 1411A 3MMXU d0L Na 3m3 3irvjsxw OL 43MVLAY TIDW 133nMM I X19"It "I V9C . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . ... .. a3Nvu3a/a fo 33uaN BOLL aaxa . LPaAi 3oa V0f s31Nrf aooB 7XVA Ol o3sn zr 1rM. lmlf ao . . . . . . . . . . .. .. .V NMIN3aU Q1XA HIXI srao .Cat% SIW 0114Y1011 Y (Nf 9]QT1tf mbuo• • • • • . . . . mu 7NL NOW 1nlLilg4 VOtlnl3Vf1a1tA 3Ht !Y a1Ao OOa1 Q3LNpt 33t 3A1 . au b r CAL/D Sall • • • . Z S310r 335/ 1,97 OCf • 90f+ • LMLL MOLLYm1.ND3 Nlla aYDdU latl Dl mm LOYA nanlrnnNm 3{11 'Limr. Y $A « f lM313 fill lY OIYJ OIK Q]Gy7134 M a310tlfY/= . . r'E�1"j 81 SSA ���rr Z7•M 30A110YIaMa 01 Imn r m B9 A13't of 031nL 3'tt101 OM' 300 L1,JJ_JJJ-1_L_I-jJ Im/1 POYI IM 3• TM6 sMs z nnlma�iaax f3 taLL v3avn suns aoa o3L17..Q a 7N Y «n W I V& OB Ol nYNJIlIYMI 310. f7YMp0M PILL 9 snlpt Orll X71 .f/6 /n stlnw of awafv xuaw3 Iva a3arsls Y911 a vOtW.w OMWR Dam l0V ON �25 v 4 O N0 •• • •• rAln$OW 00 xHpY aoJ S 3rd • - - •naa=POQ mmwmw Imwr3 arolm3paatr .• - :• . `• '.O7•AaL-N0•L4-0 :• mAMfl ammrYt M womogW Wmn •• •• :I-' tonXvn-mnauf 7oOQa • • • • • • • • • wm xQA Ion nmw a3nar Gaol 1•I TO as 30 TWO SNDU= WOOD -00 -0 vw MBilaa an YIKtlO M Imyp� 134 r ttwtoxtu wlO a3lltlaA .ft W &WOOO C lY W mN�ll�St ama at 331E BOIiiINI BL wt]1pr UMUA n RLIA mA' r1Mml• ¢. 13 W Ml at.0 Awm VlIgtl70 3B 1W 3YYMOrIl1 AaNlma a t.1Y!' x3n 3 mmvx l-3 'ttlNO[Ld0 a)IWUV 3 an mu VW tO1 aNt IU C tr XMUV n'a'a r� oa 3BM .s riamr a IS vi yr xV aa) atiu nMm .B a ca3 wo taYQl M3P30 ap �}WOO MIL _ pmppm� 7Wgt 0�Yp0B1YiLLxlgDl� 3MMa� OL alwirsxa aMDI 31LL M >tl IAW yowl M . 7Q of amO6lMal a 1ma 31tl. MPl a1Vl3w m •t � 11tl13Q iN3A L yyj 0.113a a0 a:'aq Wd MWM m aUrVS B X i 33oM b3 0 S1Y1103 SLMM (0 33H LL A SAOM W WU 'S'1N NGIIVA313 MISNI a Or na INMILA OALV STEEL iNTvm IMPACT VIND1IV FRAME P DALV STEEL EXTERIOR IMPACT VRIM FRAME V/3' 217E ON MATS DEG-E117ER1➢R VONDOV FRAME PA aA SIM DOOR SKIN 5/16' ➢VERALL AM ,pp99pp, PVB TNTEIDA�ER tAASS 1/•', CLEAR ANIEALED ILASS MANUFACTURED BY GUAROAN CBONB sR-t" AL AMIEBIVE z ywEryX 7yMEr SCREW-7tEOSRJ[D T�DpAC� 71C S7EA 1N/�FANR DIPACT�VOIODDV FR ME NDW FRAME 70 3. IV64' X VZ' TV - USED TO FASTEN DECORATIVE /LASTIC MOLDED VDIDOV FRAME 1O THE ASSEMBLY SECTION B-B IMPACT WINDOW DETAIL T,S. D' SECT113N INTERMEDIATE SECTION OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT x ADDftIOAL STRUTS MAY BE AMU TO DOOR WHEN GLAZED FUR COUNT ERYAL NCE PURPOSES TOP FIXTURE ADDER PIECE A T� VIPV � [Sm'TRIC VILV FN➢ VIEW SI➢L VILV NOTES: 1. ZINC COATING 2. MATERIAL YIELD STRENGTH: 35-49 KS. 3. MATERIAL HARDNESS: 50-00 ROCKWELL 9. 4. 1.25' X 1.25" X 14 GA PUNCHED ANGLE MAY BE USED 14 GA FLAG BRACKET ATTACHED TO WOOo 'B 3� PR6DUCEBIEYI>•T',• A()plureeR/Da•IgyleywiAOF JAMBV/ (3) 3/16 DIA. X 1-3/R', LAG BOLTS tlt•o�'1•D; w4tA Tle NI•Df6 flpde AND 70 TRACK V/ (4) 1/4-20 x 5.W TRACK y SPLICE BOLTS AND NUTS F°�~DB RIo� Aaephai•kf 17�ID10.12. ft*svD• 0•tss l�.T �j BIkRDI C." By iff V=0C T THIS LOCATION bG. �^—c l -�� fto =" RACK SPLICE SILTS D NUTS ✓ I 1 V17X GSM B/16' DIA x hS/•' IMPACT GLAZING FASTENER DETAIL IIEV I owmN 4r owls �� a1 5/16' DMA, x S-5/9- LAG BOLT ATTACHED TO JAMS A7 EA JAMB BRACKET 12 M GBLV. STEEL .JAMB BRACKETS ATTACHED V/ a) 1/4'-2E M 5/9' TRACK SPLICE BOLT 6 NUT SEE STABLE 1) FOR JAMB BRACKET SPACING STANDARD TRACK COWIGURATION FOR 6'6' UP TO 14' TALL DOORS N.T.S. TOP FIXTURE REINFORCEMENT ILLUSTRATION e • • • • • • • • • • ••• • • • ••• • • TABLE 1 TABLE 2 WOOD JAMB ATTACHMENT TO STRUCTURE S/16' X 3 SCREWS AR 1 6' FROM FJRDf T1MEN t6' DC. Q V2' EMBEDMENT) HRTI K IIO.TTCAIT 3/8'JAMB X 4ATT' STARTING 6' FROIi ENDS TFff1I rMERETE24. G.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/0' X 2-3/4' STARTING 6' FROM ENDS THEN 14' O.C. (1 1/4' EMBEDMENT) ITW/RAHSET REDHEAD (TRU-DOLT) 3/0' X 4' STARTING 6' FROM ENDS THEN 24' DG (2 1/2' EMBEBIEN7) SMPSON I/4' X 3' ITE CREWS STARTING 6' FR04 END$ USE PAIRS OF FASTENERS (3' APART) AT 8. O.C. tl 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KWIK-COI IH SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' DR, D 1/4' EMBEDMENT) T HILTI SLEEVE ANCHOR 3/B' X 2-3/ ' ARTING 6' FROM ENBS THEN tw O,C. (1 114' EMBEDMENT) Rap, USE FASTENERS FUt H0.LOW C-90 BLOCK) •LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. !XPREPARATION OF WOOD JAMBS By OTHERS D CONCRETE HOLLOW DLOCK GfiDUTED BLtl STRUCTURE STRUCTURE STRUCTURE SIRUCTIRRE 1/e, MIN --i E�/4' IN 1-I/2' HO F- --1 2T)TI6 JAM MB 3' Him Prtotwc F 1)EvBm METABLE 4 DOOR HEIGHT S UT SPACING (BASED ON RECOMMENDED . SEC'fiON CONFIGURATION) TOP A 1 B 1 C O E I F I o I H T i/ri 16, 34' br 1 1 1 1 70 i1r T 6 re 18• Sr S8` I 1 1 7010 '7 r 6 2' 2" 31' 4r 57' 1 82 1/2' 8 61/2• 18' 34' 6r 70' 881/2" 8'8• 6'U2• 18' 37' S8' Tir 1 041/2' 961/2• 3' 31' Ar 87' BB' TWO IT go, 51 r Ni 34' 62' 70' 88' I MIX 10 6 1/r 18' 37' W 76' 112 IT 10' W 51/2• 16' 37' 60' 70' OW 118 Ur 51/2• 16• 34' S ' 70' 88' 100' /2' 11' 8' 51/2` l8' 37' S8' 7li• 84' 12' 130 /2' 12' 6 1/2• 10' 37' 6r70' loop 118• 130 110 7 6 7 • 16' 3C 5r 70' 88• 108' 124- 142 /—r • 13' 6 112. 18' 37 68' 78' 94' 112" 130' 148 1/V 443'6' 61/2 18' 3T .68' 5 1/2' 18' 37• Sr 78' 12 42' 180 1/2' • �(MDITIERBALNM(STRWS PUXPDSY X ADDED TO DOM V 0. ED FW ••• • • • P•• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PAOMMAEVLSM 000WlyMw�PbE PIDII& AMM•rBaamUpl�ewR4t1• � byNOA 7/16/2019 Building Sketch Viewer Miami -Dade County Office of the Property Appraiser Building Sketch Viewer Folio: 11-3206-017-1041 Actual Area: 2,652 Sq. Ft. Address: 550 NE 102 ST Living Area: 2,116 Sq. Ft. Owner: IRENE S HEGEDUS TRS Adjusted Area: 2,360 Sq. Ft. IRENE S HEGEDUS REVOC LIVING TR Building Number: 1 • of 1 Roll Year: 2019 F Next 17 GRU 17 2 7 `7 e � ONE °5 37 •••• • • • • •••• •••••• r••••• •• • •••••• CPU 7 •••••• • • • (may � 2 •••• •• • • • I GRU : Garage, Unfinished ONE : One Story •••••• •••• • • • • ••••• ROH : Roof Overhang OPU : Porch, Inserted • • • • • • : • • • • • • • Click here to see all Sketch SubArea Descriptions Generated on: 7/16/2019 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