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WS-17-1622 ryas a� Miami Shores Village � d" lUtt �n 10050 N.E.2nd Avenue NEor Miami Shores,FL 33138-0000 �,, � „ All t VED Phone: (305)795-2204 Issue Bate.711�12f�'i�' Expiration: 01108/2018 Project Address Parcel Number Applicant 803 NE 99 Street 1132060340090 JONALMA BURNEY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JONALMA BURNEY 803 99 Street (305)215-8007 FL Contractor(s) Phone Cell Phone Valuation: $ 734.00 ALLIED DOORS SOUTH FLORIDA INC (954)942-8550 Total Sq Feet: 63 Type of Work:REPLACE 1 EXISTING 9 X 7 GARAGE DOD Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-6-17-64362 DBPR Fee $2.00 07/12/2017 Check#:4461 $74.60 $50.00 DCA Fee $2.00 Education Surcharge $0.20 06/21/2017 Check#:4439 $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 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 AF (DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a d zoning. Futhe7e,I authorize the ab a-named contractor to do the work stated. /litr July 12,2017 Aut orized Signature:O er Applicant / Contractor / Agent Date Building Department Copy July 12,2017 1 r � rl Miami Shores Village Eo Building Department REo��v 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 AVN 211011 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 vvv FBC 20 I`f BUILDING Master Permit No. Lij c5 (� �P Z21 PERMIT APPLICATION Sub Permit No. QfUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 9 CONTRACTOR DRAWINGS JOB ADDRESS: 0D?) N I Rl� v City: Miami Shores County Miami Dade Zia: 33 3 D Folio/ParcelMN-32-0 0-0,3,/_ -00go Is the Building Historically Designated:Yes NO Occupancy Type: Load: pC�ons/t��ructiioln�iTypee: /}, r/1FloodZone: BFE: FFE: OWNER:Name(Fee Simple Titleholder)Jvr) L//„ �-a ei. our' l Phone#:1505-215-900 7 Address: (N G q U �(tT p City: M AM/ V k)o fes State: L- Zip: 33 13 U Tenant/Lessee Name: L-A Phone#: Email: (,I (� (��'I �y� r CONTRACTOR:Company Name: Till l✓bVa J "Q • [ `� ) L L-` Phone#: `�J�1`'Z`�Z-ft 6 Address:1� ) I SW �� �ur� _ 2 T City:1'v U b Inz, e cv) State: F L Zip: �J1 1)rLIQ� �/ Qualifier Name: DUI 6 1 �IS /+—)0�d��6i I( _Phone#: CM--q Z-(��U State Certification or Registration#: CAC C 0331 -7 Certificate of Competency#:C60-633I37 DESIGNER:Architect/Engineer: Phone#: Address: y City: —State: 2 Zip: � Value of Work for this Permit:$ l - o Square/Linear Footage of Work: (0J Type of Work: ❑ Addition ❑ Alterationpp ❑`New /� ,, . �R/epai Replace ❑/Demolition Description of Woi L-K:C P l � �S-h � 9 l ✓, -1 6c)D Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) r BonEEg(bmpanMRame(if applicable) BonEEg Compan Oty :tate Op MorGAge LenEg'Nlame(if applicable) ply Mor*ge LenE-' City Mate Op 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 EU CTRIC; PLUMBING, SGN$ POOLS FUIRNACE 4 BOIUEF;r)HEATERS TANKS AIROONDITIONERS ETC.... ONNERSAFFIDAMT. 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. "MRNI NG TO oa e0YOUR FAI LURE TO RECORD A Nan CE OF COM M ENCBVI ENT MAY RE3JLT IN YOUR PAYING TWICE FOR I M PROVEM BUTS TO YOUR PROPERTY. I F YOU INTEND TO OBTAI N R NANCI NG, OONSULT WITH YOUR LENDER ORAN ATTORNEY BB;DW REOORDI NG YOUR N011M OF COM M ENaM ENT" 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 ( ) 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 charged. Q Signature /J_ Signature Ow� P-wino t-%-12ze OWNER or ACEI'i OONTRAGTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 '57 day of _'3U t`CL',I ,20 l� by I''V �day of �il�� I 20 t3- by nTWOUC1, ftt who is pe��^ k�ns"�^+^ 1.n o l c !�vho is personally known to me or who has produced as D"r who has produced as identification and who did take an oath. identification and who did take an oath. NOTARYPUBUO e-- NOTARYPUBUC SI If JJ ISign: pr Print- HENRY RAMIREZ ,o; P a�., HENRY RAMIREZ MY COfi1NJISSION#FF 102369 ;= MY COMMISSION#FF 102369 =r,_ EX:'iFfGS:Pd':urc�16,2018 �= ''" data L!ic Unde writers ' � EXPIRES:March 16,2018 Bo'dTin— __'' Bonded Thru Notary Public Underwriters ,r,r**,+••rw•*,rs,t**,t,r,t,ew,t,wwwwrrr,r•,r rw*a,rwrr,r*,rwxw,tr**rr,r*,r,t****wwrr,rt**,t,t+�w,r,r*trrr**ar*�,rw,tww,t**ww,rt,e*wt,tar**rrw�w,► APPMVED BY Plans Examiner Zoning Structural Review Oerk (PeAsed02/24/2014) ca ► Iu NES 115 S.Andrews Ave., Rm.A-100, Ft. Lauderdale, FL 33301-1895—854.831»4000 VALID OCTOBER 1,2016 THROUGH SEPTEMBER 30,2017 1OE815L8 CONTRACTOR (BIII Business Name'ALLIED DOORS SOUTH FLORIDA LLC Business Receipt*. y Owner Name:DffiW:1s N ROMANELLI Business Opened:l0/01/1993 Business Location:151 SAT 5 CT Stat@1CoUntty/CerW":CBC033137 POMPANO BEACH Exemption Code: eusinet Phone-954-942-8551 Rooms Sem Employees Machines Professionals. 10 For Vendh*BuWmms Only Number of Machines: Veering Type: Tax Amwunt Transfer Fee NSF Fe® Penaityy Prior Years Coftft Cost Total Pall 27.00 0.00 0.00 0.00 0.00 0.00 27.00 1. THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS n: THIS 13ECOMES A TAX RECEIPT This tax Is levied for tits privily of doing business within Broward County and is a non-regulatory In nature.You must meet all County and/or Municodly planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has dwiged or you have moved the business location.This receipt does not Indicate that the business Is legal or that ' it Is In compliance with State or local laws and regulations. Mailing Address: ALLIED DOORS SOUTH FLORIDA LLC Receipt #O1C-15-00003981 151 SAT 5 CT Paid 09/14/2016 27.00 f} POMPANO BEACH, FL 33060 2016 . 2017 _ STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 ��8, �`` 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 ROMANELLI, DENNIS M ALLIED DOORS SOUTH FLORIDA, LLC 151 SW 5TH CT POMPANO BEACH FL 33060 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and STATE OF FLORIDA Professional Regulation. Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque DEPARTMENT.,OF BUSINESS AND restaurants,and they keep Florida's economy strong. PROFESSI ► tjWGULATION ` > � �` �. • Every day we work to improve the way we do business in order CBC033137 u ,i �°,08/24/2016 to serve you better. For information about our services, please r to onto vwww.myfioridalicense.com. There you can find more CERTIFIED B}�il� information about our divisions and the regulations that impact ROMANELLI,,",,dd f I ;. 't! you,subscribe to department newsletters and learn more about ALLIED DOO ' t w r C the Department's initiatives. Our mission at the Department is:License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can 13 CERTIFIED under tde pro0.vlslons of cn.ass Fs. serve your customers. Thank you for doing business in Florida, Expiration date:AUG 31,2018 L1808240001238 and congratulations on your new license! a DETACH HERE ...................................._..... _......... .:_...._ ..............................__...............................__..............._......_ .. . . .................................................................................. .... .. RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STAtIt OI=FLO'RIb.A DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CBC033137 The BUILDING CONTRACTOR �} " Named below IS CERTIFIED Under the provisions,of Chapter 489 FS. Expiration.date:..:AUC 31., 2018 °J R [� ❑ � V r*,tib ■ bh ■ ROMANELLI, DENNIS-M ALLIED,IJOOR$SOUTHW*,-LLC 1,51 SW'5TH CI---- � � -POMPANO BEAt � 4I= 3 ;itis i,.s. '�L. � , i``s ¢ • w• s �' r n i �9� S-,- a d� r �1'' `"tk ��a?r e ��1 ' �` Lf608240002236 ISSUED:`1Si�4/7 ftP ` CJII� A 31=Q# ACOORo® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/28/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Libertate Insurance LLC -NAME:CT Engage PEO Certificate of Insurance Dept. 707 East Washington Street PHONE 727.565-2950 a No: 727-214-9088 Orlando, FL 32801 E dWIL ADDRESS: we en a e eo.com INSURERS AFFORDING COVERAGE NAIC# www.libertateins.com INSURERA: Technology Insurance Co 42376 INSURED INSURER B: The S2 HR Group, LLC dba Engage PEO 3001 Executive Drive Suite 340 INSURER C: St. Petersburg FL 33'762 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 33490047 REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE I=ADDLWVD SUER POLPOLICY NUMBER MM/DDYEFF/YYYY MM/DD EXP LIMBS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ RAMAGE-TO CLAIMS-MADE 1:1OCCUR PREMISES(EaENTED occur once) $ MEb EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑PRO-- 7 LOC PRODUCTS-COMP/OP AGG $ JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION TWC3602296 12/31/2016 12/31/2017 STATUTE ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTNE YIN N/A E.L.EACH ACCIDENT $ 1,000,000 OFFICE(Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 (Mandatory In NH) If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) PEO Client:Allied Doors South Florida,LLC #151103 Effective:12/31/2015 Coverage is extended to the leased employees of alternate employer in all states except in monopolistic states. CERTIFICATE HOLDER CANCELLATION 151103 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVENUE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES FL 33138 AUTHORIZED REPRESENTATIVE Paul R.Hughes ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 33490047 1 ENGAPEO-01 I WC PEO Master I Mary Beth Eaton 1 12/28/2016 11:01:34 AM (PDT) I Page 1 of 1 This certificate cancels and supersedes ALL previously issued certificates. DATE(MM/DD/YYYY) A�Rte® CERTIFICATE OF LIABILITY INSURANCE 9/1/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER CONTACT Linda Sweet NAME: Tequesta Agency, Inc. dba PHONE (561)245-8388 FAX No: Tequesta Insurance Advisors ADD RIESS:isweet@tequestainsurance.com 218 S IIS Hwy 1, Ste 300 INSURENS)AFFORDING COVERAGE NAIC# Tequesta FL 33469 INSURERA.Colony Insurance Company 39993 INSURED INSURER B: Allied Doors South Florida LLC INSURER C: 151 SW 5th Court INSURER D: INSURER E: Pompano Beach FL 33060 1 INSURER F: COVERAGES CERTIFICATE NUMBER:CL1682314446 REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE J=WMADDLSUBR POLICY NUMBER MM%IDDY EFF MM/DD YY LIMITS LTR R COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGERENTED A CLAIMS-MADE ❑R OCCUR PREM IS OCCURoccurrence $ 100,000 103GL000072603 8/30/2016 8/30/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRo F—] LOCPRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS NON--OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS UMBRELLA LIAB R OCCUR EACH OCCURRENCE $ 3,000,000 A S EXCESS LIAB CLAIMS-MADE AGGREGATE $ 3,000,000 DED I I RETENTION$ n a XS169667 8/30/2016 8/30/2017 $ WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE -- N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached K more space is required) State of Florida - Contractor's License #CBC033137 Garage Door and Garage Door Openers - Installation and Service. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Mark Kasten/LSWEET ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025/9olaon Property Search Application- Miami-Dade County Page 1 of 1 DFRCE OF THE PROPERTY APP Ili ER Summary Report Generated On:6/21/2017 Property Information Folio: 11-3206-034-0090I 803 NE 99 ST Property Address: i Miami Shores,FL 33138-2566 JONALMA G BURNEY Owner JAMES A BAY �d 803 NE 99 ST Mailing Address � a i MIAMI SHORES,FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ ' `E i 3 0101 RESIDENTIAL-SINGLE Primary Land Use �€ FAMILY:1 UNIT � s Beds/Baths/Halfy 3/2/0 Floors Living Units 1 Actual Area 2,251 Sq.Ft Living Area 1,769 Sq.Ft Adjusted Area 1,986 Sq.Ft Taxable Value Information Lot Size 9,628.8 Sq.Ft 2017 2016 2015 Year Built 1954 County Exemption Value $0 $0 $50,000 Assessment Information Taxable Value 1 $495,596 $458,912 $257,734 Year 2017 2016 2015 School Board Land Value $289,180 $249,996 $231,187 Exemption Value $0 $0 $25,000 Building Value $179,693 $181,997 $149,848 Taxable Value 1 $495,596 $458,912 $282,734 XF Value $26,723 $26,919 $21,089 City Market Value $495,596 $458,912 $402,124 Exemption Value $0 $0 $50,000 Assessed Value $495,596 $458,912 $307,734 Taxable Value 1 $495,596 $458,912 $257,734 Regional Benefits Information Exemption Value $0 $0 $50,000 Benefit Type 2017 2016 2015 Taxable Value $495,596 $458,912 $257,734 Save Our Homes Cap Assessment Reduction $94,390 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, 03/28/2017 $660,000 30479-0895 Qual by exam of deed School Board,City,Regional). 10/09/2015 $625,000 29814-2032 Qual by exam of deed 10/18/2010 $415,000 27472-4924 Qual by exam of deed Short Legal Description 08/01/2002 $355,000 20640-4234 Sales which are qualified MIAMI SHORES SEC 8 PB 14-33 LOT 12&W1/2 OF LOT 13 BLK 169 LOT SIZE IRREGULAR COC 22770-0952 08 2004 4 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 hfp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/21/2017 Building Sketch Viewer http://www8.miamidade.gov/Apps/PA/PAOnlineTools/PropertySketc... R ~ '' Miami-Dade County Office of the Property Appraiser 7D -, JOY�� 2017 Building Sketch Viewer Follo: 11-3206-034-0090 Actual Area: 2,251 Sq.Ft. Address: 803 NE 99 ST Living Area: 1,769 Sq.Ft. Owner: JONALMA G BURNEY Adjusted Area: 1,986 Sq.Ft. JAMES A BAY r Building Number: 1 of 1 Roll Year: 2017 . ! PreViotis Next �2 \ `, 15 AD016 2 '3 ONE 25 GRU �' 2 3? 2 ' taco 1 txlsf (t� 1 2 •ONE:One Story •GRU : Garage,Unfinished • ROH: Roof Overhang •ADD: Building Add(tlon Click here to see all Sketch SubArea Descriptions Generated on: 6/7/2017 Disclaimer: The Offlce 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 fun Liability Disclaimer and User Agreement.See full disclaimer and User Agreement at http://www.mlamldade.gov/Info/dlsclaimer.asp tio'AA* l5-os 05, 11 UI n. f AL 1 of 1 6/7/17, 11:37 AM q q S�- SNYes FL �039 WORST CASE SCENARIO DESIGN PRESSURE CHART,ENCLOSED BUILDINGS �0 FLORIDA BUILDING CODE 5TH EDITION(2014) DADE COUNTY FLORIDA 175 MPH ENTRIFAI TIC EXPOSURE C EXPOSURE C EXPOSURE D EXPOSURE D Mean Design Pressure Mean Design Pressure Mean Design Pressure Mean Design Pressure Door Door Roof Door Door Roof Door Door Roof Door Door Roof Width He ht Hei ht Positive N alive Width Hei ht Hei ht Positive N .five Width Height Height Positive N e Width Height Height Positive Negative 8 8 35.2 -44.0 8 7 43.2 =54.2 8'' 8 42.7 -53.4 9 7 35.3 -44.0 9 8 34.9 -43.4 9 7 42.8 -53.5 9 8 42.4 52.6 MERNERFMONOW 10 8 15 34.6 -42.8 10 7 15, 42.5 -62.8 10 8 15 42.0 -51.9 16 7 33.8 -41.0 16 8 33.4 -40.4 16 7 41.0 -49.8 16 8 40.6 -49.0:r 18 7 33.5 40.4 18 8 33.1 39.7 18 7 40.6 49.1 18 8 40.2 48.2 8 7 36.1 -45.3 8 8 35.7 -44.6 8 7 43.7 -54:8 8 8 43.2 -54.0 9 7 35.7 -44.6 9 8 35.4 -43.9 9 7 43.V-54.1 9 8 42.8 -53.2 10 7 16 35.5 -44.1 10 8 16 35.1 -43.4 10 7 16 42'. 10 8 16 42.5 -52.516 7 34.2 -41.6 16 8 33.9 -40.9 16 7 16 8 41.0 -49.5 18 7 33.9 -41.0 18 8 33.6 -40.3 18 7 41. 18 8 40.6 48.8' 8 7 36.5 -45.9 8 8 36.2 -45.1 8 7 44.1 55.4', 8 8 43.7 54.5 9 7 36.2 45.2 9 8 35.8 -44.5 9;' 7 43.7 54.6' 9 8 43.3 53.8 10 7 17 35.9 -44.7 10 8 17 35.6 -43.9 10 7 17 43.4 -54.0 1.0 8 17 43.0 -53.1 16 1 7 1 34.7 -42.1 16 8 34.3 -41.4 A6, 7 41.9 -50.9 16 8 41.4 =50.1 18 1 7 34.3 -41.5 18 8 r 34.0 1 -40.8 18 s' 7 41.5 -50.2 18 8 41.1 -49.3 8 7 37.0 -46.4 8 8 36.6 -45.7 8 7 44.6 -55.9 8 8 44.1 55.1 9 7 36.6 -45.8 9 8 36.3 -45.0 9 7 44.2 55.2 9 8 43.7 54.3" 10 7 18 36.4 -45.2 10 1 8 18 36.0 -44.5 10 7 18 43.8 -54.5 10 8 18 43.4 -53.6 16 7 35.1 -42.7 16 1 8 34.7 -41.9 16 7 1 42.3 =51.4 16 8 41.9 =50.6 18 7 34.8 -42.0 18 1 8 34.4 _7713 18 1 7 41.9 -50.7 18 8 41.5 -49.8 8 7 37.4 -46.9 8 8 37.0 -46.2 8 7 45.0 -56.5 8 8 44.5 -55T- 9 7 37.1 -46.3 9 8 36.7 -45.6 9 7 44.6 -55.7 9 $ 44.1 -54.8 10 7 19 36.8 -45.7 10 8 19 36.4 -45.0 10 r` 7 19 44.2 -55.0 10' 8 19 43.8 -54A 16 7 35.5 -43.1 16 8 35.1 -42.4 16 7 42.7 -51.9 16 8 42.3 -51.0 18 7 35.2 -42.5 18 8 34.8 -41.8 18 7 42.3 -51.1 18 8 41.9 60.3' 87 37.8 -47.4 8 8 37.4 -46.7 8 7 45.4 -57.0 8 8 44.9 -56.1 9 7 37.5 -46.8 9 8 37.1 -46.1 9 7 45.0 -5612 9 8 44.5 -55.3 10 7 20 37.2 -46.2 10 8 20 36.8 -45.5 107 20 44.6 55.5 10 8 20 44.2 -54.6 16 7 35.9 -43.6 16 8 35.5 -42.9 [::]11F8 # 7 43.1 -52.4 16 8 42.6 -51.5 18 7 35.5 -43.0 18 8 35.2 -42.2 7 42.7 51:6 18 8 42.2 1 -50.7 8 7 38.2 -47.9 8 8 37.8 -47.2 8 7 45.8 -57.5 8 8 45.3;r -56.6 9 7 37.8 -47.3 9 8 37.5 -46.5 9 7 45.4 -56.7 9 8 44.9 -55.8 10 7 21 37.6 -46.7 10 8 21 37.2 -45.9 10 7. 21 45.0 -56.0 10 8 21 44.6 -55.1 16 7 36.2 -44.1 16 8 35.9 -43.3 16 7 43.4 -52.8 16 8 43.0 -51.9 18 7 35.9 -43.4 18 8 35.5 -42.7 18 7 43.0 -52.0 18 8 42.6 51.1 8 7 38.6 48.4 8 8 38.2 47.7 8 7 46.1 57:9 8 8 45.7 -57.0- 9 7 38.2 -47.7 9 8 37.8 -47.0 9 7 45!7 -57.1 9 8 45.3 -56.2 10 7 22 37.9 -47.1 10 8 22 37.5 -46.4 10 7 22 45.4 -56.4 10 8 22 44.9 -55.5 16 7 36.6 -44.5 16 8 36.2 -43.7 16 7 43.8 -53.3 16 8 43.3 -52.3 18 7 36.3 -43.8 18 8 35.9 -43.1 18 7 43.4 52:5': 18 8 42.9 -516' 8 7 38.9 -48.9 8 8 38.5 -48.1 8 7 46.5 -58.4 8 8 46.0 57.5 9 7 38.6 -48.2 9 8 38.2 47.4 9 7, 46.1 -57.6 9 8 45.6 =56.7 10 7 23 38.3 47.6 10 8 23 37.9 46.8 10 7 23 45.7 56.9 10 8 23 45.3 56A ' 16 7 36.9 -44.9 16 8 36.6 -44.2 16 .7 44.1 -53.7 16 8 43.7 -52.8 18 7 36.6 44.2 18 8 36.2 -43.5 18 7 43.7 -52.9 18 8 43.3 =52.0 8 7 39.3 49.3 8 8 38.9 -48.5 8 7 46.8 -58.8 8 8 46.4 -57.9 9 7 38.9 -48.6 9 8 38.5 -47.9 9 'r "7 46.4 -58.0 9 8 46.0 -57.1 10 7 24 38.6 -48.0 10 8 24 38.2 -47.3 1'0 7 24 46.1 -57.3 10: 8 24 45.6 -56.4 16 7 37.3 -45.3 16 8 36.9 -44.6 16 7 44.5` -54.1 16' 8 44.0 -53.1 18 7 36.9 44.6 18 8 36.6 -43.9 18 7 44.1 53.3 18: 8 43.6 -52.3 8 7 39.6 -49.7 8 8 39.2 -49.0 8 7 47.2 -59.2 8' 8 H43.9 -52.7 9 739.3 -49.0 9 8 38.9 -48.3 9 : 7 46.8 -58.4 9 8 10 725 39.0 -48.4 10 8 25 38.6 -47.7 10 7 25 46.4 -57.7 1Q''' 8 2516 737.6 -45.7 16 8 37.2 -44.9 16 7 44.8 -54.4 16 8 18 737.3 45.0 18 8 36.9 -44.3 18 7 44.4 -53.6 18 8 Notes: ....., Lio 1) Design pressures have been calculated using procedures listed in ASCE 7-10,Chapter 30,Part 1,for �N p•*" ' `;z Low-Rise Buildings. v •*® ` '•� c u 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD) ' �•,,...,a+ +� 2 o design pressures shown. 3 Pressures have been calculated based on an enclosed building,an roof slope,Risk Category II. a LL :�. °• ` Y pe, 9 ry v J c 4) The design pressures assume the entire door's width is in the end zone(zone 5)of the building. W ; F+ : No. 48 5) Most garage door openings will not be located completely in zone 5. Therefore individual calculations °a *a o will result in lower pressures. R . ' ; : o 6) For mean roof heights less than 15',use 15'pressures. a° ; + ';? F 7) This Table is only to be used in conjunction with Amarr Garage Doors. a c °„ 165 Carriage Court•Winston-Salem,North Carolina 27105 o •+� °`•••++'°� " Phone(336)744-5100-Fax(336)744-5815 `°� +•• 23 www.amarr.com o t; FL �•'' °•• °" aN F I MIAMI•DADE MIAMI-DAD� � PRODUCT CONTROL SEC 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) wyn.miamidade. ov/econom Amarr Garage Doors 125 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(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. 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 950 Heritage&655 O t Summit 1000,2000 Steel Sectional Gavage Door up to 9'-0"Wide(DP+51.1,-60.3 PSF) APPROVAL DOCUMENT:Drawing N IRC-9509-180-21, tied"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000, Short,Lo trvnit Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by Tomas 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 NO'A 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#13-0503.06 and consists of this page I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrern,P.E. NOA No 15-4505.11 MIAMI•DADE COUNTY Expiration AL + ` pis Approval Date: July 16,2015 �jrf f D�� Page 1 r Amarr Garase Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA #13-0503.06" 1. Drawing No.IRC-9509-180-21,titled"Mode1950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS "Submitted under NDA#13-0503.06" 1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by American Test Lab,Inc., dated 06/11/2013,signed and sealed by David W.Johnson,P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B 117,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. 3. 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 9'x 7'24 ga steel garage door Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0129.01-13R, dated 04/02/2013,signed and sealed by David W.Johnson,P.E. 4. 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 along with marked-up drawings and installation diagram of 9'x 7'Model 950D Heritage with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson, P.E. "Submitted under NOA#08-0718.01" C. CALCULATIONS "Submitted under NOA#13-0503.06" 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and sealed by Thomas L. Shelmerdine,P.E. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and sealed by Thomas L. Shelmerdine,P.E. "Submitted render NOA#08-0718.01" 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 51h editi (2014)FBC d no financial interest issued by Structural Solutions,PA.,dated 04/08/2015, Baled b Tomas L. Shelmerdine,P.E. a7 09 2013 Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0505.11 Expiration Date: September 4,2018 Approval Date:July 16,2015 E-1 h ADJUSTABLE ROLLER CARRIER ATTACHED V/(4)V4'x 1/2' 14GA DURASAFE 0 o BOLT&NUT PER BRACT u CENTER NNW ATTACHED 3 DA.rLAG BRACKET ATTACHED 70 WOOD V/(4)1/4•x 3/4• JAHB TO HEX READ SCREWS 2'THICK GA CORRERCIAL TRACK V%1 4)W"-20O DUL x3/8 TRACK SLAG BOLTS AND TOP FIXTURE ATTACHED Y/ BOLTS Ala)HUTS ....... (4)1/4•x 3/4'HEN HEAD SCREWS 3 WW 22GA R-TRUSS ATTACHED ADJUSTABLE SLIDE BRACKET ATTACHED 12 OA QAI.V,COHNERdAL ....... )RTX SAD'/SCREIIS A YR2)1/41 x 1/H•BOLT AND NUTS TOP ROLLER BRACKET 24 OA Im1 EXIFBKIR SKIN 3/4,HEX HEAD 1/4'x EACH CENTER STILE r/DANLO ON POLYESTER FIMSN 3/4•HEX PER SVS 1"10 SALL STEEL - 3•ION STEM ROLLER -- TYPICAL T➢P F (TURES _ w uce isi 20 iTRAa3t cE D' GLTR.NUTS TYPICAL 1 s�cL�R2 Jaen)mm(3>ells•wa:I.a/a• SFE tAq SOLID (TABLE 2)ON PAGE 9 (gq,IDp RECDInILHDED secT1DB Eu7F1 TYPICAL DURASAFE CENTER HIN__ GE� 'i io 1"rnxa)H�D�ro Jane N TS. O>3 S/8.22GA A7 FA JAWS BBACNET R-TINSS PER SFy:T/d7 i I O "MA HA.RAGVtE1(S)¢ tTdq {i NKJD TRA Gf BEPDL BOLT/&NUT STILE STWMRERS(3) LDCA3 (IN TTOP IN NCT7ON 6gHYLE(S) F I I THROUGH HOLES TW 8T1iUi E!ID Rxfi.E E 14 DA Is REnR1um I SEE(TABLE 3)ON PAGE 3 0 F1R1 JANE BRACKET SPACO)G C C A TRACK COURCURATION FOR 6'6'UP TO 14 TALI.DO= C ww STILE R-TRUSS) STEEL. -TRUSS LWAnOR-`. A TYPICAL.STILE STIFFETIER� ATTAMB Y/(4)Y4•x 3/4' SEE T ON PAGE 3 C(TABLE D ON PAGE 3 N.T.D. HEX HEAD SCREWS AT EACH END FOR ST FOR STRUr SPACING STILE AND(S)9 x 3/41 HEX'-D'FLAX H[AD SCREWS ATT EACH ACH CENTER STILE ' INSIDE ELEVATION N.Y.S. ADJUSTABLE SLIDE BRACKET L4 GA DLR(SAFE )2.2M STRUT AT S AT—ED W TRftCK BOL�AND eD x END HINGE ATTACKE 3/4'D BOT TON PANEL HEX HEAD SCREWS 14 6A IxIRASAEC aJUSTABtE .1.STI].RErAINERPIT()��VL9{yLI FEI OEStRPD7HLFD:H90R4 ROLL CARROAIE ER IERS ATTACHED TO 461.DIIRASAFE > L V/BOTTOtI SEAL calf Mlr ld l'TOEII)R 3 S/8'WGA R-TRUSS VHA ""•�eIp EMIa:pWg C "`•' 1/4•X 3/4•HEX HEAD SCREW ROLLER CARRIERS ATTACHED �6� BMROhOftlab A ffiRm TOBDTI601LC0.FIDAPGSHOD OOdI-C8 51(If 0 M%HEAD SCREWS SCREWS PER CARRxIPR/4, O� SECTION A-A(SIDE VIEN+) A � a uOTmiofw O toluAl DTC N.1.3. By 3 5/01 TR2USM5 - •-� 9�o1N sTFJ�f ROLLER DESIGN LOAM �9Q�? e EN�'� F�''�m ..,, Ohe ATTACHED W/(4) _-' SLIDE LOCK EN au INTO VERTICAL fB'TIl7NAl V T RETAIL a \G $ Q V4•x 3/4•FE% TRACK ON BOTH SLOES SH('Rm 6 -80.3 PSF me A. EWAGOWIT(SNAP LATCH,OR LOCK ,wk� F1EAll SDr W3 BAR DPITINAL)ATTACH V R 1/4'x LARGE M I S S LE 00 j 9/4•FTK HEAD SCREWS � � ( •it IMPACT RESISTANT t' I � �R TyPICAL DURASAFE END HINGE 3 _- STATE OF •`(Va FI°D�1xE°psDE a 20 Da OALV.STEEL Elm STILE IMPACT SCREW(0 PPERRATTACHED v 2S2/4'6N ( ED BY wSTAUiR) ATTACHED WITH Af�IN At D tM JAMB BRACKET AT HEAD cE ��o3S�ONAi (3)20 GA CENTER 91% 70G-L-LOC AT THE 713P AND _ _ to ou{ ATTACHED WITH tL9 BOTTOM RAIL STILES TBG-L-LOC AT TRE TDP AND (1)7pe'DLL . PRo]x1CF kf(v1BF;o• RUM N.OND ADHESIVE �TRd D asoRAdYlaBwItlLEMPImi& /� e o AemVmK°Tb 0 •O6 a' .......... - dei TTAT•InT 10 CARRIAGE WORT VD81IN-SILL01,NC. 27105 WYVAMARM K ::..:... .. BOTTOM BRACKET ... • .. _: Y IO BALLSTEEL 13 OA.ATTACHED MODEL 060 RERTPA(E(84 OA)1000,8000 c;:;'. ...'[..• 9•ih11 STEN ROLLER VHS)V4'X 3/4• fly ' - • '' px HEAD SCRL'YS AI PAxSul44,Depd MOM 8B8 OAR SOD1blL17(R4 OA)1000,8000 3HMN X PE OA. 2.OALV.STEEL TRAIL( EHOI(T,TANG,LFLUBE,ANIS OAA fiOMEET PANELS 0)V4-20 x S/B'IRAC( f3 9/e'R-TRUSS) AIAOt TwCOlE53.0B3' SKI ORA�R BY AJ DAA Qpla RN,YADmm SPLICE BOLT AND NUT PER CONE YEATIOAI.JAMB TYPICAL BOTT@f BRACKET JAMB BRACKET TRACK. MOUNTING DETAIL SYP Dx arF H.T.S. 4 B =a By whyw iRC-9509-180-21 (NO.%OR DEiTOR) ORT I G 3 SPEaElCATIONS AND NOTES. 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VM71CAL 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 MAXDAUM DESION LOADS OF' +230.0 LBS/FT & --271.4 LBS/FT INTERIOR OF GARAGE J.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY OASMA. MAX.WWTH 9'0" 4.DOOR SECTIONS SHALL BE 24 GA(.0216)MIN.EXTERIOR SKIN ROLLED FORMED.W/BAKED ON POLYESTER FINISH 6.DOORS UPTO 7b"HIGH CONSIST OF(4)SECTIONS AS SHOW USE(1)3 5/8'R-TRUSS PER SECTION OrSIONLOADS11 111 11111 11 6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 4.230.0 LBS/FT SEE NOTE 2 o ON PAGE 3 -271.4 LBS/FT 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A RE63STRED PROFESSIONAL ENGINEER FOR WND 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. 1 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 MNL TO THIS OFFICE A COPY OF THE TEST REPORTS NY"CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COBS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH PRODucrxsvlsm PRODUCTRBVMa OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE 0 ishl wimTAleFk" %oacrolyY/rriOthaFlu(iEs COUNTY UNDER THIS NOTICE OF ACCEPTANCE. YWAYItca&ANWWM He 15-05M.11 Cbi11 tBr P4aaua Try r WOOD JAMB ATTACHMENT TO STRUCTURE my I BEm aofmASdaS UK Trc VCRTT ei A ATTACHMENT TO WOOD CRAW STRUCTURE A A9ITA0lDZ/FM MMB.3 lCR3�(E-H$S3 5/16'X 3'TLAG SCREVS STARTING 6•FRUK ENDS THEN 20'O.C.(1 I/2'EHBEWMNT) B IEWIDWlBC tl10 "m ON tttgl{IIf! HRTI SLEEVE ANCHOR 3/8•%2-3/4•STARTING 6'FROM ENDS THEN 18.O,C.(!1/4•EMBEDMENT)memo MAX SIZE ttt !!!, !' a ITV/RAHSET REDHEAD(TRU-BmT)3/8'X 4'STARTING 6'FROM ENDS THEN 24'0.G U'.1/2•EHBEORE B'%14' /,se DESIGN I=. b .'°�pENS••rr"", +5111 PSF m cS vF(3'APART)AT 8.O.C.0 1/B'EKBEDNENT) -80.3 PSF HILTI 1/4'X 2-3/4'KWIK-CUN 11+SCREWS STARTING 6'FRUN ENDS,USE PAIRS DF Az 111 Q +fFASTENERRS(3•APART)AT 8'O.C.(1 I/b'ERitEDKFNT) �' i��/, /HILTCD PSI GRIJUI> I SLEEVE ANCHOR 3/B'X 2-3/4'STAR77NG 'FROH ENDS T 8B'U.C,tt II4' C.i� �sB CH"IENT)(OR,USE FASTENERS FOR HBlOV C-90 BLOCK) )I/• a LARGE Mlssla_ �p STATE OF .W��1 R •• A, .•h/�o gg rLATS AND JOLTS CAN BE CWNTERSUNR 1Q PROVLDE A FLUSH MOUNTING SURFACE. IMPACT ''��77r7 ♦T' k! 1 XPREPARATION OF WOOD JAMBS BY DT RESISTANCE Jy B✓,v dfs o��4�,�Ct9t,��` ,R AA tz STRUCTURE CONCRETE STRUCTURE R� GROUTED ELO ti r� lflfTlltl/4T1ttt � j) STRUCTURE F��y1y/L b: 1/ 2-3/4' l-0/2'HIM 4' 165 t"AGE LUYO VINSTWI-S(6n4 Ba 27109 VVVAyAgRbD JAMB lace.2000 N MODEL no 68 O�BAGE UMMIT 24 OA)IOU%2000 NUN BRORT,LUNG,FLUSH,A[i!S OAK SUMMIT PANSLS AVAILABLE TRACK C RATIONS SKI wmIT BO I DAR 03/0/73 7R1fD7BOm, N.T.S. 8 aEaaBBr u¢I BAu w/1410 IRC-9509-180-21 ME I OF 3 a TABLE 1 TABLE 2 TABLE 4 DOOR STRUT SPACING(BASED ON RECOMMENDED '• Center Stile Location BOOR SECTION HEIGHTS section HEIGHT SECTION CONFIGURATION) TOP HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 Wim-Panel Type 1att 2st Left Edge A B C p E F G H T a-�v a °x _ 1'1q T MRS- ��'., (it) on) on) M) u -t n n u " u " " n T 5112" 16" 37" b8" 76112" 13 6 21 21 2 21 21 18 18 2. ,_ - - •, 't ... _ 'C £XIM. Via'�.8�� �8; iii.moo. 810 Lo 24.060 48.000 72.000 t o u " u n n n " n 8'10 Bead 24.625 48.000 71.375 12 6 21 18 18 18 18 18 18 21 8' 51/2" 16" 34" 52" 70" 881/2" _ .� •' - - - - �•. 1,l�.:. ',,; �� rb s> � .nq;, 1,r,_�>r. 4tµ$'m���'�lSbo &e�.z2 $6 � `: w.a� T9l € '.:_ X21 :,:.. .. fi.,. 021 .., 1e 6'2 Le 24.500 49.000 73`500 9' 51/2 13" 31" 49' 87" 85" 1001/2" 11'6" ' 1" ' t. 8" " " 8'{2 Bead 25.126 49.000 72.876 D 1 /�1q• _ -"-. 11:0-k:, - } (8".. ±S �'1�; �.>}r'eY F 2,1. - 21 18 �.. _._ nty N10' 51/2" 18" 37" 58" 76" 94" 1121/2" 10'6" 21" 21" 21" 21" 21 21" 8'14 Long 25.000 50.000 75.000 rg't � ,e'7..r_:a` Ob��..E,�.'--�`r'f?Sa�s�, `�a�:�' .`�u-'! :".R�.�Qx� 'i�;,, -�t�.��'I�s is.'2.�1'R'ri���m�w",��� ,�.'I.'?' 8;4 Beed 25.625 60.000 74.375 111'. 5112 18" 34" 52" 70" $8" 108" 1241/2° 9'6" 21" 18" 18" 1$" 1811 2111 u:__. e. . 8'18 Long 25.500 51.000 MIMI) 8'!6 Bead 28.126 51.000 76.876 12' 51/2" 16" 37" 58" 79" 100" 118" 1361/2" 8'6" 21" 21" 21" 18" 21" i@ tsv,ShoO m ^26: 4 o ¢ Aq: `'77ti5N#1wL `,<:4 s 908r :x ti' " ` 1tc 11-081 1B' 10 qr.: a:6 Lon 26.000 52.000 78.000 13' 5112 18" 37" 58 78" 94" 112 130" 1481/2" Bead 28 825 52.000 77.375 u n! ;ti3i4j�$6'!S oT,.L tli s�8y 1 ]"sv ;+ `' 1 F IK 'f'2 -.48.t.S"+i" a.?7A9.` rliAAO "' ? 8r1 14' 5112" 16" 37" 58 79" 100" 121" 142" 160112" = 4 8110 Long 28.500 63.000 79.500 8';10 Bead 27.125 53.000 78875 TABLE 3 - DOOR TRACK ATTACHMENT SPLICE 9'o Long ' z7.POE f;4:oo0 51.000 HEIGHT A B C D E F G H I J K L M N S 7' 3" 14" 27" 38" 46" '561 6811 - - 76" �= I- IiIy '::: ,�c7... sw. ,'eR,v,,,, ,m�ii'• {-,.,w�= A A}R3HWTD'e004 FBC IQaf6&FN AUD OB-fI-W SKL 81W 14" 27 38" 461 56" 68" 78 -- ' 8811 a Gova>o�caao a1u/n ac MAX SIZE 9' 3" 1411 2711 38" 46" 56" 68" 7811 88" 100" `) o ni'•• p yg ta. DESIGN LOAD O 5�;i•s� '(N!roe 8-.. L ' �1d" r 7Al s.. s8rj^ 8ty r r ��_ Yz isi,w troD.lplylr�wDe6dea -60.3P No 004 57fl••'L° +0111 PSF Q SF Vn u rr " n u n " n u ND at Ja a*• st 10 3 14 27 38 46 56 68 78 88 100 112, m-,E , 1`7 l3 t 571m sus . It l`! . ......... ...__..x_ u - ) L`(Y»s.+ $ '�'" •� 1 h 1 E" ll�?"' 1 .Y.__ 0ur)fi .<s '?i1 :•x •t, tt('t`ix;f JOG(22J. sCo�'.s:SLTAT s k,'OF �WIMPACT. . 1 111 3" 14 27 381 46 56D 68N 7811 , 88D `}011 110" 124IRESISTANCE 4'`.40L0/Sit I a� ®a°�Pes/ONALE�oOe v F 0000338088310 d 12' 3" 14" 27" 38" 46" 56" 68" 7811 88" 100" 110" 122" 136" PA811CT1�"'8fD � ��•.. 9 r� s,carlp>y3as 31�T►utet+b.th 11.:. I E��t,,��1I 1L. •:e�� fLf�"'.- Ill.IS Iii 1 .. .11 }°i q3{r 11 r,I If.:., l 1 Yl:. ""M 13' 3" 14" 27" 38" 46" 56" 6811 78" 88" 100" 114" 122" 134" 148" .. p 165 MRIAGE C W wMsDN-sX, NG B7103 WVAK I%= UL86OK�(24 6A � p� Cc" ODSS6OAK moo k i ' 8RDR,LONG,FLVBR,AaABMPAN u4ft � 14' 3" 14" 27" 3811 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" K m 0.30,31"0 °1=A 6 a�D ar 3ff ouT o3flN31 !RC-9549-180-21 , ALL TRACK ATTACHMENT SPACING+/- 2• ALLOWED PATH SYP OR SPF NO. 2 OR BETTER ONLY 19M 3 OF 3