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WS-19-2835
Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date- 01/09/220 0 Parcel Number Perr &iv+o.: WS -11-19-2836 Permit Type: Windows/.Shutters ftrk Classjfication Garage Door Permit status: Approved Expiration: 07/07/2020 9701 N MIAMI AVE, Miami Shores, FL 33150 1132060130970 1 Contacts STARFISH HOMES LLC Owner COAST TO COAST GARAGE DOOR Contractor 3001 W HALLANDALE BEACH BLVD, PEMBROKE PARK, FL 33009 JEROME PAYNE Business: 9549811154 10501 NW 50 ST 106, SUNRISE, FL 33351 Business: 9546531600 c2cgaragedoor@live.com Description: REPLACE 2 GARAGE DOOR Valuation: $ 2,200.00 Inspection Requests: 1305-762-4949 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 $12.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $141.40 Payments Date Paid Amt Paid Total Fees $141.40 Check# 1227 01/09/2020 $141.40 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 contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Date January 09, 2020 Page 2 of 2 BUILDING PERMIT APPLICATION FE -]BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 2 6 2019 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC M1U� Master Permit No.y S �-"� - I —z -s- 3 S Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9701 N Miami Ave City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3206-013-0970 Is the Building Historically Designated: Yes NO Occupancy Type: Load OWNER: Name (Fee Simple Titlehold Construction Type: Flood Zone: BFE: FFE: n e#: i-'1i ,� C--' City: / Y�(1 �',1' O V -Q- rpo'04 State: t 1— Zip: 1 L C�) 1:::11 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: CoaAto Coast Garage Door LLC Phone#: 954-653-1600 Address: 10501 NW 50th st #106 City: Sunrise _ State: Florida Zip: 33351 Qualifier Name: Jerome Payne Phone#: State Certification or Registration #: DESIGNER: Architect/Engineer: Certificate of Competency #: Phone#: Address: ,1 City: State: Value of Work for this Permit: $ 'Q I ca!() U Square/LinearFF000tage of Work: Type of Work: ❑ - Addition ❑ Alteration F-1, New � Repair/Replace Description of Work: Replace 8 X 7'9" Hurricane Garage Door Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CW Zip: ❑ Demolition CCF $ CO/CC $ _ DBPR $ Notary $, Double Fee $ Bond $ TOTAL FEE NOW DUE $ 19 ' I D S 4 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 on 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 charged. Signature Ak3= N RorAGENT The ,foregoing instrument was acknowledged before me this Vh_ 1,,day of Oa-obP 2011 by }�ou ► --kqqt 46 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: G Sign:.` - Print: Seal: q�GG 170819 z � '• •• 4, 60pd-d Signature CONTRACTOR The foregoing instrument wa cknowledged before me this /�125day of CTiO G,by -3-E44 Mf— who is personally k me or who has produced identification and who did take an oath.CL '0�, NOTARY PUBLIC: I Print: Seal: APPROVED BY (P1171 Plans Examiner (Revised02/24/2014) )k V Structural Review `�? Notary Public - state or -,ons o` Commission x GG 23399 My Comm. Expires Jul t. 2C. Bonded through National Notary As Zoning Clerk THIS INSTRUMENT PREPARED BY: STEVEN J. GLUECK, ESQ. Law Office of Steven J. Glueck, P.A. 2020 NE 163`d Street Suite 300 North Miami Beach, FL 33162 Tel: 305/948-8880 CFN: 20190445716 BOOK 31528 PAGE 4421 DATE:07/17/2019 03:41:18 PM DEED DOC 2,298.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY AND IS TO BE RECORDED AND RETURNED TO: KELLY BOOKSTEINMEZETTE ACOSTA Title Guaranty of South Florida, Inc. 3265 Meridian Parkway, Suite 100 Weston, FL 33331 Tel: 954/389-9483 SPECIAL WARRANTY DEED THIS INDENTURE executed the oi� day of July, 2019, by DOUGLAS DOAN a/k/a DOUGLAS A. DOAN, a single man, whose post office address is 4400 SW 73rd Terrace, Davie, FL 33314, BARRY DOAN a/k/a BARRY J. DOAN, a married man, whose post office address is 3821 W. Daffodil Lane, Miramar, FL 33025, and BRIAN DOAN a/k/a BRIAN A. DOAN, a married man whose post office address is 17121 NW 47 Avenue, Miami, FL 33055, hereinafter called the Grantor, to: STARFISH HOMES LLC, a Florida limited liability company, whose post office address is 3001 West Hallandale Beach Blvd, Suite 300, Pembroke Park, FL 33009, hereinafter after called the Grantee: (Wherever used herein, the terms, "Grantor" and "Grantee" shall include the singular and plural, heirs, legal representatives and assigns, whenever the context so admits or requires.) WITNESSETH, That the Grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, does hereby grant, bargain, sell, alien, remise, release, convey and confirm unto the Grantee, all of the Grantor's right, title and interest, in that certain land situate in MIAMI-DADE County, Florida, viz: South % of Lot 13, all of Lot 14, Block 7, Amended Plat of Miami Shores Section One, according to the Plat thereof as recorded in Plat Book 10 at Page 70, of the Public Records of Dade County, Florida. Parcel I.D. No.: 11-3206-013-0970 TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same, in fee simple forever. SUBJECT TO restrictions, reservations, easements, limitations, conditions, and rights of way, of record; laws, zoning laws, regulations and ordinances affecting said lands, without intention to reimpose the same; and taxes accruing subsequent to December 31, 2018; (Continued on following page) or f CFN: 20190445716 BOOK 31528 PAGE 4422 Doan to Starfish Homes Special Warranty Deed Page 2 of 4 AND EACH GRANTOR hereby warrants title to said land and will defend same against the lawful claims of all persons claiming by, through or under said Grantor. AND EACH GRANTOR further warrants that the subject property is not the said Grantor's homestead within the meaning set forth in the constitution of the state of Florida, nor is it contiguous to or a part of homestead property. Each Grantor's residence and homestead address appears above following his respective name. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our presence: Signature of Witness No. 1 DOUGLAS DOAN a/k/a DOUGLAS A. DOAN � L4.5(�.• Q0-6" Print Name of Witness No. 1 Signature of Witness No. 2 Print Name of Witness No. 2 STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) r The foregoing instrument was acknowledged before me this -�day of July, 2019, by DOUGLAS DOAN a/k/a DOUGLAS A. DOAN. Personally known Notary Public ......e...... STEVEN J GLUECK Produced as identification: *=;state mr Ronde Notary Public a Commission N GG 176168 My commission expires: ec My Commission Expires OFFICIAL INK STAMP: "���March 06, 2022 (Continued on following page) Doan to Starfish Homes Special Warranty Deed Page 4 of 4 Signature of Witness No. 1 Print Name of Witness No. 1 Signatureitnes o.2 ?�eE�- . C\fu,,QcL Print Name of Witness No. 2 CFN: 20190445716 BOOK 31528 PAGE 4424 BRIAN DOAN a/k/a BRIAN A. DOAN STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) The foregoing instrument was acknowledged before me this+X—day of July, 2019, by BRIAN DOAN a/k/a BRIAN A. DOAN Personally known Proruce!�!. identification: F -2 19-1015.SWD r 7 Notary Public 5T`VFN .S GLUECK My commission expires: =_ �r Stete of Fiofida•N G 1 Public A Oommissiol1 k GG 178168 OFFICIAL INK STAMP: MY EOmrr�in®len expires 'ci• Mg 00, 2l�2 Doan to Starfish Homes Special Warranty Deed Page 3 of 4 L. aQL_,, Signature of Witness No. 1 Print Name of Witness N Signajare of Witn -Ne. CDk')e'4 LU'E'e Print Name of Witness No. 2 CFN: 20190445716 BOOK 31528 PAGE 4423 BARRY DOA a BARRY J. DOAN STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) r r The foregoing instrument was acknowledged before me this Z day of July, 2019, by BARRY DOAN a/k/a BARRY J. DOAN Personally known Notary Public Prod u ed as identification: My commission expires: OFFICIAL INK STAMP: Vr veSten J. Glueck NOTARY PUBLIC STATE OF FLORIDA COrArr#GG176168 expires 3/6/2022 (Continued on following page) Electronic Articles of Organization L 800LED : AM For June 29 2018 Florida Limited Liability Company sec. Of hate tbcollins Article I The name of the Limited Liability Company is: STARFISH HOMES LLC Article II The street address of the principal office of the Limited Liability Company is: 3001 W HALLANDALE BEACH BLVD SUITE 300 PEMBROKE PARK, FL. UN 33009 The mailing address of the Limited Liability Company is: 3001 W HALLANDALE BEACH BLVD SUITE 300 PEMBROKE PARK, FL. UN 33009 Article III The name and Florida street address of the registered agent is: HANNAH J JAZAYRI 3001 W HALLANDALE BEACH BLVD SUITE 300 WEST PARK, FL. 33009 Having been named as registered agent and to accept service of process for the above stated limited liability company at the place designated in this certificate, I hereby accept the appointment as registered agent and agree to act in this capacity. I further agree to comply with the provisions of all statutes relating to the proper and complete performance of my duties, and I am familiar with and accept the obligations of my position as registered agent. Registered Agent Signature: HANNAH JAZAYRI Article IV The name and address of person(s) authorized to manage LLC Title: MGR HANNAH J JAZAYRI 3001 W HALLANDALE BEACH BLVD PEMBROKE PARK, FL. 33009 UN Title: MGR LORI ENGLISH 3001 W HALLANDALE BEACH BLVD PEMBROKE PARK, FL. 33009 UN Article V The effective date for this Limited Liability Company shall be: 06/29/2018 Signature of member or an authorized representative Electronic Signature: HANNAH JAZAYRI L18000159955 FILED 8:00 AM June 29 2018 Sec. Of Mate tbcollins I am the member or authorized representative submitting these Articles of Organization and affirm that the facts stated herein are true. I am aware that false information submitted in a document to the Department of State constitutes a third degree felony as provided for in s.817.155, F.S. I understand the requirement to file an annual report between January 1 st and May 1 st in the calendar year following formation of the LLC and every year thereafter to maintain "active" status. Article IV The name and address of person(s) authorized to manage LLC Title: MGR HANNAH J JAZAYRI 3001 W HALLANDALE BEACH BLVD PEMBROKE PARK, FL. 33009 UN Title: MGR LORI ENGLISH 3001 W HALLANDALE BEACH BLVD PEMBROKE PARK, FL. 33009 UN Article V The effective date for this Limited Liability Company shall be: 06/29/2018 Signature of member or an authorized representative Electronic Signature: HANNAH JAZAYRI L18000159955 FILED 8:00 AM June 29 2018 Sec. Of hate tbcollins I am the member or authorized representative submitting these Articles of Organization and affirm that the facts stated herein are true. I am aware that false information submitted in a document to the Department of State constitutes a third degree felony as provided for in s.817.155, F.S. I understand the requirement to file an annual report between January 1 st and May 1 st in the calendar year following formation of the LLC and every year thereafter to maintain "active" status. Electronic Articles of Organization For Florida Limited Liability Company Article I The name of the Limited Liability Company is: STARFISH HOMES LLC Article II L18000159955 FILED 8:00 AM June 29 2018 Sec. Of hate tbcollins The street address of the principal office of the Limited Liability Company is: 3001 W HALLANDALE BEACH BLVD SUITE 300 PEMBROKE PARK, FL. UN 33009 The mailing address of the Limited Liability Company is: 3001 W HALLANDALE BEACH BLVD SUITE 300 PEMBROKE PARK, FL. UN 33009 Article III The name and Florida street address of the registered agent is: HANNAH J JAZAYRI 3001 W HALLANDALE BEACH BLVD SUITE 300 WEST PARK, FL. 33009 Having been named as registered agent and to accept service of process for the above stated limited liability company at the place designated in this certificate, I hereby accept the appointment as registered agent and agree to act in this capacity. I further agree to comply with the provisions of all statutes relating to the proper and complete performance of my duties, and I am familiar with and accept the obligations of my position as registered agent. Registered Agent Signature: HANNAH JAZAYRI Building Sketch Viewer RECEIVED a Nov 4 u ?Q19 Folio: 11-3206-013-0970 Address: 9701 N MIAMIAVE Owner: DELORES DOAN https://www.11lemidade. gov/Apps/PA/PAOnfineTools/PropertySke... Miami -Dade County Office of the Property APPraiser a d Building Sketch Viewer Actual Area: 2,382 Sq. Ft. Living Area: 1,874 Sq. Ft. Adjusted Area: 2,043 Sq. Ft. BuildingNumber: 1 of 1 Roll Year: 2019 ii7U-001 iil 2 GRU 13 2,,x`3 4 • • 67...... • :z141Z2 �....� *.so ONE Ll***:so ...... .. } • • • 00 • • • •• • • •• % • • GRU : Garage, Unfinished • ONE : One Story • EN1 : Enclosure w/o Plumbing • PFL : Porch, Flat Click here to see all Sketch SubArea Descriptions Generated on: 11/21/2019 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 of 1 11/21/2019, 5:17 PM . . ... . . . ... . . . . . . . . . . DESIGN PRESSURES PSF OPENING MEAN ROOF HEIGHT SIZE 15'-0" 16'-0" 17'-0" 18'-0" 19'-0" 20'-0" 21'-0" 22'-0" 23'-0" !4'-01' 2510" TILE: IF N NEST GOES NOT CONTAIN A ORIGINAL SIGNATURE • ENGINEER SEAL +36.0 +36.5 +36.9 +37.4_ +37.8 +38.2 +38.6 +39.0 +39.4 ♦39J +40.1 8'x 6' -45.5 -46.1. -46.7 -47.2 -47.8 -48.3 -48.8 -49.3 -49.7 -51.2 e..b• 1 - _ +35.6 +36.1 +36`5' -+37.0 +37.4 +37.8 +38.2 +38.6 +38.9 +39.3 +39.6 8'x7' +34.1 +34.6 +35.0 +35.4 +35.9 +36.2 +36.6 +37.0 +37.3 +37.7 +38.0 14Sx".; -44.7 -45.3 -45.9 -46.4 ;46.9 .-47.4 -47.9 -48.4 -48.9 -49.3 -49.7 +35.2 +35.7 +36.2 +36.6 +37.0 +37.4 +37.8 +38.2 +38.5 +38� 439.5 8' x 8' +33.8 +34.2 +34.7 . +35.5 +35.9 +36.2 +36.6 +36.9 +37.3 +37.6 -44.0 -44.6 -45.1 -45.7 -46.2 -46.7 -47.2 -47.7 -48.1 -48.5 -4911 +34.6 +35.1 +35.6 +36.0 +36.4 +36.8 +37.2 +37.5 +37.9 +38.2 8. 8' x 10' .1 _42.8 -43.4 -43.9 1 -44.5 -45.0 -45.5 -45.9 -46.4 -46.8 -47.� -47.)* +34.2 +34.6 +35.1 +35.5 +35.9 '+36:3 ,+36.7 +37.0 +37.4 +37.7 +38.0 8'x 12' -41.9 -42.4, --43.0'-43.5'-44.0;-44.5 -44.9 -45.4 -45.8 -46.2 -46.6 - +33.4 +33.9 +34.3 +34.7 +35.1 +35.5 +35.9 +36.2 +36.6 +36.9 +37.2 8' x 16' +32.0 +32.4 +32.8 +33.2 +33.6 +34.0 +34.3 +34.6 +35.0 +35.3 +35.6 14' x 16' -40.4 -40.9 -41.4 -41.9 -42.4 -42.9 -43.3 -43.7 -44.2 -44.6 -44.9 +35.7 +36.1 +36.6 +37.1 +37.5 +37.9 +38.3 +38.7 +39.0 +39.4 +39.7 9'x 6' +34.3 +34.8 +35.2 +35.7 +36.1 +36.5 +36.9 +37.2 +37.6 +37.9 +38.2 15' x 6' -44.8 -45.5 -46.0 -46.6 -47.1 -47.6 -48.1 -48.6 -49.1 -49.5 -49.9 +35.3 +35.7 +36.2 +36.6 +37.1 +37.5 +37.8 +38.2 +38.6 +38.9 +39.3 9' x 7' +33.9 +34.4 +34.8 +35.3 +35.7 +36 0 +36.4. +36:8 +37.1 +37.8 15'x T _44.0 -44.6 -45.2 -45.8 -46.3 -46.8 -47.3 -47.7 -48.2 -48.6 -49.0 +34.9 +35.4 +35.8 +36.3 +36.7 +37.1 +37.5 +37.8 +38.2 +38.5 +38.9' x 9' 8' +33.6 +34.0 +34.5 +34.9 +35.3 +35.7 +36.0 +36.4 '+36.7 +37.1 +37.4 15' x 8' -43.4 -43.9 -44.5 -45.0 -45.6 -46.1 -46.5 -47.0 -47.4 -47.9 -48.3 +34.3 +34.8 +35.2 +35.7 +36.1 +36.5 +36.9 +37.2 +37.6 +37.9 +38.2 9' x 10' --43.3 _42.2 -42.8 -43.3 -43.8 -44.3 -44.8 -45.3 -45.7 -46.2 -46.6 -47.0 +33.9 +34.3 +34.8 +35.2 +35.6 +36.0 +36.3 +36.7 +37.0 +37.4 437.7 9' x 12' _41.2 -41.8 -42.3 -42.9 -43.3 -43.8 -44.3 -44.7 -45.1 -45.5 -45.9 +33.1 +33.6 +34.0 +34.4 +34.8 +35.2 +35.5 +35.9 +36.2 +36.6 +36.9 9'x16' -39.7 -40.3 -40.8 -41.3 -41.8 -42.2 -42.7 -43.1 -43.5 -43.9 -44.3 +35.4 +35.9 +36.3 +36.8 +37.2 +37.6 +38.0 +38.4 +38.7 +39.1 +39.4 10'x 6' +34.2 +34.6 +35.1 +35.5 +35.9 +36.3 +36.7 +37.0 +37.4 +37.7 +38.0 16' x 6' -44.3 -44.9 -45.5 -46.0 -46.6 -47.1 -47.6 -48.0 -48.5 -48.9 -49.3 +35.0 +35.5 +35.9 +36.4 +36.8 +37.2 +37.6 +37.9 +38.3 +38.6 +39.0 10'x 7' -43.5 -44.l -44.7 -45.2, =45.7 46.2 -46.7 -47.1 -47.6 -48.0 -48.4 16'xT +34.6 +35.1 +35.6 +36.0 +36.4 +36.8 +37.2 +37.5 +37.9 +38.2 +38.6 10'x 8' -42.8 -43.4 `43.91, -"44.5 -45.0 -45.5 -45.9 -46.4 -46.8 -47.3 -47.7 16', ` +34.1 +34.5 -+35.0 +35.4 +35.8 +36.2 +36.6 +36.9 +37.3 +37.6 +37.9 10' X 10' -40.9 -41.4 -41.9 -42.4 -42.9 -43.3 -43.7 -44.2 -44.6 -44.9 -41.6 -42.2 '42.8. =43.3--43.8 +34.5 *44.2 -44.7 -45.1 -45.6 -46.0 -46.4 16' x 10' +33.6 +34.0 +3_4.5 +34.9 +35.3 +35.7 +36.0 +36.4 +36.7 +37.1 +37.4 10'x 12' -40.7 I-41.2. -41.8 •-4213.:_42.8' +34.0 x-43.2 743.7 -44.1 -44.5 -44.9 -45.3 10'x 16' +32.8 +33.3 +33:7 - 4-34:1',+34.5. _ +34.9 a +35.2 +35.6 +35.9 +36.2 +36.6 -39.2 -39.7 -40.2 -40.7• -41.2 -41.6 -42.1 -42.5 -42.9 -43.3 -43.6 " '16'.z`16'I +34.9 +35.4 +35.8 +36.3 +36.7 +37.1 +37.5 +37.8 +38.2 +38.5 +38.9 12'x6' . 1 v A -43.4 -43.9 -44.5 -45.0 -45.6 -46.1 -46.5 -47.0 -47.4 -47.9 -48.3 +34.5 +35.0 +35.4 +35.9 +36.3 +36.7 +37.0 +37.4 +37.8 +38.1 +38.4 12'x7' -42.5 -43.1 -43.7 1 -44.2 -44.7 -45.2 1 -45.7 -46.1 -46.6 -47.0 "-47.4 +34.2 +34.6 +35.1 +35.5 +35.9 +36.3 +36.7 +37.0 +37.4 +37.7 +38.0 12' x 8' _41.9 -42.4 -43.0 -43.5 -44.0 -44.5 -44.9 -45.4 -45.8 -46.2 -46:6 +33.6 +34.0 +34.5 +34.9 +35.3 +35.7 +36.0 +36.4 +36.7 +37.1 +37.4 12' x 10' _40.7 -41.2 -41.8 -42.3 -42.8 -43.2 -43.7 -44.1 -44.5 -44.9-45.3 +33.1 +33.6 +34.0 +34.4 +34.8 +35.2 +35.5 +35.9 +36.2 +36.6 +36.9 12'x 12' -39.7 -40.3 -40.8 -41.3 -41.8 -42.2 -42.7 -43.1 -43.5 -43.9- I-44.3 +32.4 +32.8 +33.2 +33.6 +34.0 +34.4 +34.7 +35.1 +35.4 +35.7 +36.0 12'x 16' -38.2 -38.8 -39.3 -39.7 -40.2 -40.6 -41.1 -41.5 -41.8 -42.2 -42.6- •A6;7A10 F B C 6T" ED. (2017) ••• (ARVAGE DaOR�D.ESIGN :.•.:•.:•• PRESS U(RE)CHARTS :•: ;•;(RNORST CASE DESIGNPRESSURES) �J DESIGN PRESSURES PSF - OPENING MEAN ROOF HEIGHT SIZE 15'-0" 16'-0" 17'-0" 18'-0" 19'-0" 20'-0" 21'-0" 22'-0" 23'-0" 24'4" 25'-0" TILE: IF N NEST GOES NOT CONTAIN A ORIGINAL SIGNATURE • ENGINEER SEAL +34.5 +35.0 +35.4 +35.9 +36.3 +36.7 +37.0 +37.4 +37.8 +38.1 +38.4 14'x 6' 1 - _ -42.5 -43.1 -43.7 -44.2 -44.7 -45.2 -45.7 -46.1 -46.6 -47.0 -47.4 +34.1 +34.6 +35.0 +35.4 +35.9 +36.2 +36.6 +37.0 +37.3 +37.7 +38.0 14Sx".; -41.7 -42.3 -42.9 -43.4 -43.9 -44.4 -44.8 -45.3 -45.7 -46.1 -46.5 14'x8' +33.8 +34.2 +34.7 +35.1 +35.5 +35.9 +36.2 +36.6 +36.9 +37.3 +37.6 =41.0 -41.6 -42.1 -42.7 -43.1 -43.6 -44.1 -44.5 -44.9 -45.3 -45.7 + 33 2 + 33 6 + 4 3 + 34.5 + 34.9 + 35.3 + 35.6 + 36.0 + 36.3 + 36.6 + 36.9 14' X10, .1 39.9 -40.4 -41.0 -41.4 -41.9 -42.4 -42.8 -43.2 -43.6 -44.0 -44.4 +33.6 +34.0 +34.4 +34.7 +35.1 +35.5 +35.8 +36.1 +36.4 14' x 12'1 a32J +33.2 - -38.9 -39.5 -40.0 -40.5 -40.9 -41.4 -41.8 -42.2 -42.6 -43.0 -43.4 +4 +32.0 +32.4 +32.8 +33.2 +33.6 +34.0 +34.3 +34.6 +35.0 +35.3 +35.6 14' x 16' -37.4 -38.0 -38.4 -38.9 -39.4 -39.8 -40.2 -40.6 -41.0 -41.3 -41.7 +34.3 +34.8 +35.2 +35.7 +36.1 +36.5 +36.9 +37.2 +37.6 +37.9 +38.2 15' x 6' _42.2 -42.8 -43.3 -43.8 -44.3 -44.8 -45.3 -45.7 -46.2 -46.6 -47.0 +33.9 +34.4 +34.8 +35.3 +35.7 +36 0 +36.4. +36:8 +37.1 +37.8 15'x T 7+37.5 _41.4 -42.0 -42.5 -43.0 -43.5 -44:0 =44.4 ;44,9, -45.3 -45.7 -46.1 +33.6 +34.0 +34.5 +34.9 +35.3 +35.7 +36.0 +36.4 '+36.7 +37.1 +37.4 15' x 8' -40.7 -41.2 -41.8 -42.3 -42.8 -43.2 ,-43.7 444.1 -44.5 -44.9 -45.3 +33.0 +33.5 +33.9 +34.3 +34.7 +35,1 +3_5:4 +35.8' +36.1 +36.4 +36.7 15' x 10' --43.3 _39.5 -40.1 -40.6 -41.1 -41.5 -42.0' -42.4 -42.8 -43.6 -44.0 +32.5 +33.0 +33.4 +33.8 +34.2 +34.6 +34.9 +35.3 +35.6 +35.9_ +36.2 15' x 12' _38.6 -39.1 -39.6 -40.1 -40. 4i:0 X41.4, 41.8 42.2^ -42.6 -43.0 +31.8 +32.2 +32.6 +33.0 +33.4 +33.8 +344 +34.8 +35.1 +35.4 15'x 16' 134.1' --40.6 -37.1 -37.6 -38.1 -38.5 -39.0 -39.4 -39.8' -40.2 -40.9 -41.3 +34.2 +34.6 +35.1 +35.5 +35.9 +36.3 +36.7 +37.0 +37.4 +37.7 +38.0 16' x 6' -41.9 -42.4 -43.0 -43.5 -44.0 -44.5 -44.9 -45.4 -45.8 -46.2 -46.6 - +33.8 +34.2 +34.7 +35.1 +35.5 +35.9 +36.2 +36.6 +36.9 +37.3 +37.6 16'xT -41.0 -41.6 -42.1 -42.7 -43.1 -43.6 -44.1 -44.5 -44.9 -45.3 -45.7 16', ` +33.4 -40.4 +33.9 +34.3 +34.7 +35.1 +35.5 +35.9 +36.2 +36.6 +36.9 +37.2 -40.9 -41.4 -41.9 -42.4 -42.9 -43.3 -43.7 -44.2 -44.6 -44.9 +32.8 +33.3 +33.7 +34.1 +34.5 +34.9 +35.2 +35.6 +35.9 +36.2 +36.6 16' x 10' `-39.2 -39.7 -40.2 -40.7 -41.2 -41.6 -42.1 -42.5 -42.9 -43.3 -43.6 +32.4 +32.8 +33.2 +33.6 +34.0 +34.4 +34.7 +35.1 +35.4 +35.7 +36.0 1 6' x 12' -38:2- =-38.8 -39.3 -39.7 -40.2 -40.6 -41.1 -41.5 -41.8 -42.2 -42.6 " '16'.z`16'I +31:6 +32.0 +32.5 1 +32.8 +33.2 +33.6 +33.9+34.3 +34.6 +34.9 +35.2 . 1 v A -36.7 -37.2 -37.7 -38.2 -38.6 -39.0 -39.4 -39.8 -40.2 -40.6 -40.9 WIND VELOCITY = 175 MPH EXPOSURE 'C' , Kd = 0.85 DESIGN. NOTES 6' ED. FLORIDA BUILDING CODE (2017; ASCE 7-10 Kd=0.85, Kzt=1.0, Kz TABLE 30.3-1 , qh = 0.00256*Kz*KZt*Kd*V*V. P -qh ((GCP)-(GCPi)),. - GCPI=+-0.18., - EXTERIOR (CORNER) ZONE 5 USED THROUGHOUT TABLE OVERALL TRIBUTARY AREA USED FOR RESULT GENERAL NOTES,, ', J1. THESE CHARTS ARE NOT VALID ASA SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION). THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. INTERNAL PRESSURE COEFFICIENT (GCpI=+/-0.18) ENCLOSED, BUILDING ONLY. VERIFY USE OF Kd=0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ-= HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. - I_ S. FOR THE PURPOSES OF THE WORST CASE DESIGN PRESSURE TABLES BELOW THE GARAGE DOOR, OPENING IS ASSUMED TO BE ENTIRELY WITHIN THE LIMITS FOR END ZONE 5 LISTED IN ASCE 7-10." 6. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 7. NO CERTIFICATION IS OFFERED FOR THE ., INTEGRITY OF THE HOST -STRUCTURE. - I .1_ i 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ARE NOT CONSIDERED SIGN AND SEALED. IF THERE IS NO OR THIS SHEET DOCS NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE 6 SEAL, THIS SHEET IS A COPY/DRAFT. 00-MPS17-450 FRANK L BE ARDq, P, E. PEN 004 !6549 DEC* Dle sro, v.E. PEN 2328 LTONLYUAO TILE: IF N NEST GOES NOT CONTAIN A ORIGINAL SIGNATURE • ENGINEER SEAL IF THERE IS A DIGITAL SIGNATURE ON SHEET I, THIS SIIEFf IS FART OF A DIGITALLY SIGNED MILE. SHALL REMAIN IN WIND VELOCITY = 175 MPH EXPOSURE 'C' , Kd = 0.85 DESIGN. NOTES 6' ED. FLORIDA BUILDING CODE (2017; ASCE 7-10 Kd=0.85, Kzt=1.0, Kz TABLE 30.3-1 , qh = 0.00256*Kz*KZt*Kd*V*V. P -qh ((GCP)-(GCPi)),. - GCPI=+-0.18., - EXTERIOR (CORNER) ZONE 5 USED THROUGHOUT TABLE OVERALL TRIBUTARY AREA USED FOR RESULT GENERAL NOTES,, ', J1. THESE CHARTS ARE NOT VALID ASA SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION). THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. INTERNAL PRESSURE COEFFICIENT (GCpI=+/-0.18) ENCLOSED, BUILDING ONLY. VERIFY USE OF Kd=0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ-= HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. - I_ S. FOR THE PURPOSES OF THE WORST CASE DESIGN PRESSURE TABLES BELOW THE GARAGE DOOR, OPENING IS ASSUMED TO BE ENTIRELY WITHIN THE LIMITS FOR END ZONE 5 LISTED IN ASCE 7-10." 6. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 7. NO CERTIFICATION IS OFFERED FOR THE ., INTEGRITY OF THE HOST -STRUCTURE. - I .1_ i 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ARE NOT CONSIDERED SIGN AND SEALED. IF THERE IS NO OR THIS SHEET DOCS NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE 6 SEAL, THIS SHEET IS A COPY/DRAFT. 00-MPS17-450 TCOUNTYI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Overhead Door Corporation 2501 South State Highway 121, Suite 200 Lewisville, TX 75067 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 thio jeaDtance, if it is determined by Miami -Dade County Product Control Section that this product or jnatgA41 fails *to meet the • • • • : • 00 0 0 0 0 requirements of the applicable building code. 000.0 • • This product is approved as described herein, and has been designed to comply with th'e' Flkkida Building Code, 000000 000000 0 0 0 including the High Velocity Hurricane Zone. • • • s • • DESCRIPTION: Series 170/180 Steel Sectional Garage Door up to 9'-0" Wide wioth Opddaal'.EPS •' Insulation and Impact Resistant Glazing00 0 0000* APPROVAL DOCUMENT: Drawing No. 411055, titled "Series 170, 180WL„ Y052 9' M !:Aide", • sheets 1 through 3 of 3, dated 07/15/2011, with revision D 08/10/2016, prepared.by Overhead Door • • Corporation, dated 03/29/2018, signed and sealed by Dwayne J. Kornish, P.E., bearing:the MiamWade ....;. County Product Control revision stamp with the NOA number and expiration date Eby, the 14�mai bade . County Product Control Section. • • • • 0000.. MISSILE IMPACT RATING: Large & Small Missile Impact Resistant *000 LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/ series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 16-0617.06 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. t NOA No: 18-0418.09, Biu Expiration Date: September 8, 2021 pt�l�'� Approval Date: June 14, 2018 Page 1 Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS "Submitted under NOA # 16-0617.06" 1. Drawing No. 411055, titled "Series 170, 180WL, WS9, 9' Max. Wide", sheets 1 through 3 of 3, dated 07/15/2011, with revision P3 11/14/2014, prepared by Overhead Door Corporation, signed and sealed by Dwayne J. Kornish, P.E. B. TESTS "Submitted under NOA # 11-0211.03" 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading Test, per FBC .TAS 203-9:r, ...... along with marked -up drawings of a 9'x 7' Model 8024/8124 balvalt z,qj .Steel • Sectional Door System, prepared by Certified Testing LaboratbhU*, Inc., Test Report• • • • • • No. CTLA 2047W-3, dated 05/21/2007, signed and sealed by gjVe b Patel,P'E. �.... 2. Test reporton 1) Uniform Static Air Pressure Test, per FBC, TAS 2m-94 ; • .. • 2) Large Missile Impact Test, per FBC, TAS 2014 • • • • .. ..:..' 3) Cyclic Wind Pressure Loading Test, per FBC *TAS 203-94•,• • • • • • along with marked -up drawings of a 9'x 7' Model 8024/grIVrialvanized Steel Sectional Door System with Impact Resistant Glazing, prepared by Certi jed-testing* • Laboratories, Inc., Test Report No. CTLA 2049W-2, dated 11X911007,.sigWd and; • • • •; sealed by Ramesh Patel, P.E. 3. Test report on Forced Entry Resistance per FBC, TAS 202-94 of a 16'x7' Series 180 Sectional Residential Steel Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1016, dated 05/26/2001, signed and sealed Arshad Viqar, P.E. 4. Test report on Tensile Test, per ASTM E8 on embossed steel, prepared by Certified Testing Laboratories, Inc., Report No. CTLA 1672W, dated 05/22/2007, signed and sealed by Ramesh Patel, P.E. 5. Test report on salt spray exposure, per ASTM B117 on G30, G40 and G90 coupons, prepared by Environmental Testing Laboratory, Inc, Report No. 9100550287, dated 03/13/2006, signed by Brady Richard. C. CALCULATIONS "Submitted under NOA # 11-0211.03" 1. Anchor calculations and commercial track design verification prepared by Overhead Door Engineering, dated 02/08/2011, signed and sealed by LeRoy Krupke, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No: 18-0418.09 Expiration Date: September 8, 2021 Approval Date: June 14, 2018 E-1 Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS "Submitted under NOA # 14-0825.05" 1. Test report on Self Ignition Temperature per ASTM D1929 of EPS foam plastic, prepared by Omega Point Laboratories, dated 05/17/1991, signed by William E. Fitch, P.E. 2. Test report on Surface Burning Characteristics (Flame Spread and Smoke Density Index) per ASTM E84 of EPS foam plastic, prepared by Omega Point Laboratories, dated 07/30/2001, signed by William E. Fitch, P.E. 3. Notice of Acceptance No. 12-0605.05, issued to Bayer MaterialScience LLC, for their Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 0/27/2017. .0600. 0 6 0000.. E. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resource] PXR) 6 0 ' 41 4, 0 0000 • .. 0000.. 0000 F. STATEMENTS "Submitted under NOA # 14-0825.05" 00 00 6 • 0 1. Statement letter of code conformance to 2010 and 5`h edition:(2Mlj FBC is3ued Overhead Door Corporation, dated 11/14/2014, signed and sealed bj-M;rk Sawicki, P.E. '0 a ' 0000 666666 0000.. 0000.. 0000. 0000. 0000.. Y • A.: 666666 "Submitted under NOA # 11-0211.03" 2. No financial interest letter issued by Overhead Door Corporation, dated 08/08/2011, signed and sealed by LeRoy Krupke, P.E. 0��05 `fit Carlos M. Utrera, P.E. Product Control Examiner NOA No: 18-0418.09 Expiration Date: September 8, 2021 Approval Date: June 14, 2018 E-2 I Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 411055, titled "Series 170, HOWL, WS9, 9' Max. Wide", sheets 1 through 3 of 3, dated 07/15/2011, with revision D dated 08/10/2016, prepared by Overhead Door Corporation, dated 03/29/2018, signed and sealed by Dwayne J. Kornish, P.E. B. TESTS 1. None. .009.0 0000.. C. CALCULATIONS 0000.. . 0000.. 1. None. • 0000.. 0000.. 0000 .. D. QUALITY ASSURANCE 0000 . .. 0000. 0000.. 0000 99999 1. Miami -Dade Department of Regulatory and Economic Resources. (U,R) • • • • 0000.. • 0000.. E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 17-1219.02 issued to Covestro, LLMC for it; 1Vtalcsolon' 9909 Polycarbonate Sheets, approved on 03/22/2018 and expiring on 08/27/2022. F. STATEMENTS 1. Statement letter of code conformance to the 6th edition (2017) FBC, issued by Overhead Door Corporation, dated 03/29/2018, signed and sealed by Dwayne J. Kornish P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No: 18-0418.09 Expiration Date: September 8, 2021 Approval Date: June 14, 2018 E-3 8 7 1 D NOTE' U W ROVER ALOE ATTACHED 70 D BRAIXET W7H S/16-'8 BOLT a NUT 13 W IEADHUIE NEN CENTER SLOT AND 1/4-20x9/18' 1. IMPACT RESISTANT GLAZING SYSTEM MAY BE13 CA HORO ANGLE-� X NUT TRACK BOLT a 1/4�"A'FRAME INSTALLED N TOP OR INTERMEM rE SECTION (WTH� F ' iMIROUCH ANY TWO G MOLES PRODUCT REVISED OR MTIOUT DECORATIVE NSER1S). GLAZING as comp tlMllding Wod• 1NN� vNth the FbrW SMALL BE 1/4' NAKROLOI-AR POLYCARSOATE NOA-Go. 18-0419.09 OR EOUAL(MIN11-0AOE APPROVED). MAXIMUM IE Epo-ation oerosnoz1 GLAZING DR04SONS SMALL BE Ta.56' . 1226'. CR6PTITE \ SEE DEIAHL A ON SHELI 2 FOR ASSEMBLY 16 W MIN MORD D DETAILS TRACK SELF DFILUM CRIMPTTE SCREWS (INSIDE OF EACH END HINGE 2. VINYL OR WOOD DOOR STOP HALED A MAXIMUM 3/16x1-S/6"� QV OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS LAG SCREW NMN 4 * ' No. OF PANELS MMMUM 7/16' TO MEET NEGATIVE PRESSURES. AS SOWN) . I 13 GA ERN VERT A GA WIDE BODY ETD 3. KEY LOCK, SIDE LOCK, DR OPERATOR REOIRM. TRACK HINGE ATTACHED WITH (4) 4. SECTION STEEL TO NAME A MINIMUM 24 OA 1/4-14.7/0' SELF DRILLING MP TRE SCREWS on ID THICKNESS WI.H A MINIMUM G40 COA71N AND A ,T(;oT- MINIMUM YIELD STRENGTH O' WA KS. S THE DESCH O THE SUPPORTING STRUCTURAL 11h20x9/16' TRACK— OWAYNE J. KORNISH, PE 2501 S. STATE HYF( 121, SUITE 200 ELEMENTS SHALL BE THE RESPON93JUTY OF TIE BOLT AND 1/4-20 HEX LEYRSRLLE, TX 75067 R PE 77943 PROFESSIONAL OF RECORD FOR THE BULDNO OR STRUCTURE AND N ACCORDANCE WTH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MI5 NUT AT EACU H $ S JANE BRACKET H S- S ORAWNG 5. WOOD SUBSTRATE FOR DOOR JAMB IS TO BE ® 5/I64-5/8' LAG 1 MNMUY 2xB NO. 3 SOUTHERN PINE REFER TO SHEET 3 FOR ATTACHMENT TO SUPPORMC SKREWAT EACH `MMB BRACKET STRUCTURE FOR DIRECT MOUNTING OF JAMB C BRACKETS TO DITHER SUB5IRATES SEE JAMB DETAIL SHEET DI fER MOUNTIMG OF CONTINOUS WALL ANGLE, SEE CONTNOUS WALL ANGLE DETAIL SHEET 3. 15 OA STIFFENED J 7. FOR LOW HEAD ROOM UFT CONDITIONS, TOP BRACKETS BRACKET SMALL BE A 13 GA LMR 7/4 70PJAMB BRACKET MOTH A MINIMUM OF (3) 1/4-14x7/8' UA SCHEDULE FOR WANTY. LOCATION, SELF DRILLING CRIMPTI7E SCREWS RI LIEU OF TME BRACKET SHOWN ON THIS DRAWNG U -BAR ON AND TYPE TOP SECTION SHALL BE INSTALLED ON TOP OF KEY LOCK OR SLIDE LOCK-/ WR TOP BRACKETS ONEE(NOT REOUPED © MTM OP TOR - SEE 6 LOUVERS MAY BE INSTALLED ON THE DOOR IF THE TOTAL AREA OF THE LOUVER DOES NOT NOTE 3). SE LOCK S1gYN FOR LOCJVNTY EXCEED 60 SQUARE INCHES 9. IN LIEU O THE SHORT PANEL EMBOSSMENT SMOINK LONG PANEL EMBOSSMENT, OR NO EMBOSSMENT MAY BE USED. NOTE: (4) SECTION SOA 10. THIS GARAGE DOOR HAS NOT BEEN TESTED® DOOR SHOWN. SEE BEET 2 FOR AIR INFILTRATION. FOR U-9AR LOCATIONS ON DOORS WTM OTHER SECTION WANTITES AND SE NOTE 1 THIS SHEET FOR GLAZING B OPTIONS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE WDOOR I OTTHH XEGHT UNSORY LOAD EACH JAMB (PLF) ALL .164.0/- 22120 164.0 -206A 9'-0' I ALL 1 .207.0 -234.0 6 5 4 F ODOR � U W ROVER ALOE ATTACHED 70 D BRAIXET W7H S/16-'8 BOLT a NUT NEN CENTER SLOT AND 1/4-20x9/18' X NUT TRACK BOLT a 1/4�"A'FRAME F ' iMIROUCH ANY TWO G MOLES PRODUCT REVISED lJ W ODLMYERCUL as comp tlMllding Wod• 1NN� vNth the FbrW TOP 6RACHET ATTATH NOA-Go. 18-0419.09 4) i/4 -14x7/8' SE IE Epo-ation oerosnoz1 CR6PTITE \ ADD (2) 1/4-14x7/6' SELF DFILUM CRIMPTTE SCREWS (INSIDE OF EACH END HINGE I 16 W END STILE j QV Y MYLON WVNOOAD ROLLER * ' No. WRH 4-1/2' . I i 1 A GA WIDE BODY ETD �• HINGE ATTACHED WITH (4) 1/4-14.7/0' SELF DRILLING MP TRE SCREWS on ID ,T(;oT- 1a CA NARROW BODY INTERMEDIATE HINGE ATTACHED WITH (4) 1/4-14x7/8' SELF DRILLING TIRE SOtEWS� 14 CA BOTTOM BRACKET ATTACHED WTI (2) 1/4-14x7/a' SELF DIULUNG CWMPTITE SCREWS AND (1) . 1/4-14x5/6' SELF DRILLING TAMPER RESISTANT 20 GA CENTER STILE (A --USI) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED To TRACK VAIN 1/4-2Ox9/16' TRACK BOLT AND NUT AS SHOWN ABOVE ALL DOORS GREATER THAN 5' IN HEIGHT OR MTN DECORATIVE OVERLAY REWIRE USE OF CONTINUOUS WALL ANGLE SEE SHEET 3 FOR DETAILS APPROVED DESIGNS ® • • , • • • • • • • • • • MODEL DIDNIN 173 SHORT PANEL • • • : • • : : : •"iy • • q 74 176 VS SHORT 3SHORTPANEL SERI£S••S 73x1.761 :1.8�-186 183 SHORT PANEL- NALATED 154LANG PANEL- INSULATED IBB SHORT PANEL- INSULATED • STATIC PRESSURE RATNfS APPROVED SIZES MAX WDM 9' • INSULATION T CHAPTER 25 OF THE F N ® DESIGN PRESSURE(PSF): 46/-52 •-�•—"'�^'��� N f COWMPUAM:E WITH CHAPTER 26 O THE TBC. _ MAX HEIGHT: 14' IMPACT CUC RATED: YES (MM2) MAX SECTION HEIGHT: 21` r 113 UNIT C xeM"" • x f/16 ••1 3 .! P EACH 8 7 6 5 4 • ' 3 • •• •• • • • •• •• ••• • • • ••• • • AIL SAWICW' 11/30/10 SERIES 170, 18OWL MS9, 9' MAX WIDE oFIrMERMN 1 7/15/11 y= D-411055 NONE7/15/11 F, TJONC 1 � 2 1 1 2 1 F ODOR � DNS D 7 1 C PRODUCT REVISED as comp tlMllding Wod• 1NN� vNth the FbrW NOA-Go. 18-0419.09 IE Epo-ation oerosnoz1 BY• a oat ControlB MM`WT1111 II )7T7j/ 14E •UCErys O�Q2 �� QV * ' No. Qp on ID OWAYNE J. KORNISH, PE 2501 S. STATE HYF( 121, SUITE 200 LEYRSRLLE, TX 75067 R PE 77943 q AIL SAWICW' 11/30/10 SERIES 170, 18OWL MS9, 9' MAX WIDE oFIrMERMN 1 7/15/11 y= D-411055 NONE7/15/11 F, TJONC 1 � 2 1 1 6 � 5 � snr a A.7lAMIDHa AWWT H�.aT1s U 7-5/8' Ta POLYSTYRENE INSULA H•S BACKER A 400 E%TE180R STEEL SECTION CUTAWAY FOR 180 SERIES, 8 7 6 4 I 3 (e) SECTION DOORS WITH (10) Y 20 GA 80 K9 U -BARS LOCATED AS SHOWN (7) SECTION DOORS LOTH (°)' 20 LOCATOEDKSI AS 940 s8) SECTION DOORS WITH (8) S 20 CA SO KSI U -BARS LOCATED AS SHOWN (5) SECTION DOORS WTH (7) Y 20 CA BO KS! U -BARS LOCATED AS SHOW (4) SECTION DOCae LOTH (5) Y 20 CA 80 KSI U -BARS LDCATED AS SHOWN (16) j8.i/{' IeN - • _ ATTACH 11 -BARS WITH SSTTAINLESS 84MED WITH RUBBERSTAINLESACKED Rue�1r WASHERS / ' OPTIONAL T TRIM NON-STRUCNRAL RATIW OUTER WINDOW «tanTe SCREWS AT ALL STU LOCATIONS, Tri. 1/4• POLYCARBONATE • C 1/e• BEAD Q UL0400ACLAC / STRUCTURAL SEALAN • • ••• • 0 0 • SEALANT SEALANT DR DR EpAVALENT • • • •. • •• •• PACER STEEL L V� NMONO"AL ST RUCTURAL DECORAnW INNER I �` — / 2 S/.• MN EDGE D LONDON TRIM ® DETAIL.A ' 1 g 3/8. SNPSON TITIN NO, 2-5/4' MN EMBED 0170 MN 2000 P9 CONCRETE FOR EACH JAMB nEtLOCATION JAIACItET 4-10A/18' 1RACK BOLT AND 1/4-20 XIX N TRACK CONCRETE OL--= _- OETAK MOUNTING 7-5/8' Ta POLYSTYRENE INSULA H•S BACKER A 400 E%TE180R STEEL SECTION CUTAWAY FOR 180 SERIES, 8 7 6 4 I 3 (e) SECTION DOORS WITH (10) Y 20 GA 80 K9 U -BARS LOCATED AS SHOWN (7) SECTION DOORS LOTH (°)' 20 LOCATOEDKSI AS 940 s8) SECTION DOORS WITH (8) S 20 CA SO KSI U -BARS LOCATED AS SHOWN (5) SECTION DOORS WTH (7) Y 20 CA BO KS! U -BARS LOCATED AS SHOW (4) SECTION DOCae LOTH (5) Y 20 CA 80 KSI U -BARS LDCATED AS SHOWN \T/ •�1 -361 'Xbw A= IA�rOdL 3 a TAu .om � : r0T pH t 7/16 • ASM z Z 5 w mc 4 3 ATTACH 11 -BARS WITH 2) 1/4-14x7/8' SELF «tanTe SCREWS AT ALL STU LOCATIONS, Tri. •• ••• • f • • • •• • •• • • • • ••• • 0 0 • •- •- •• • • • •. \T/ •�1 -361 'Xbw A= IA�rOdL 3 a TAu .om � : r0T pH t 7/16 • ASM z Z 5 w mc 4 3 1 mo J. C PRODUCT REVISED as complying with the Florida Building Code N0A-11110, 18-0418.09 Expiration o0p 09/06!2021 By NB •Product Contra B `1111111111//// �`113�PYNE .4 , f0 No. �,C1�. aTq�OF IDA IllI DWAY00 J. KORNISH, PE � NE?H7� 2501 S. STATE Hs'f 121, SUITE 2DO LEWISIALLE, TX 75067 A R PE 77945,& AWOKI 11go/10 ISERES 170, ISOWL W59, 9• MAX WIDE "`FM 7/15/11 D-411055 DND 7/15/11 m 1 1 • •• •• • • • •• •• 1 mo J. C PRODUCT REVISED as complying with the Florida Building Code N0A-11110, 18-0418.09 Expiration o0p 09/06!2021 By NB •Product Contra B `1111111111//// �`113�PYNE .4 , f0 No. �,C1�. aTq�OF IDA IllI DWAY00 J. KORNISH, PE � NE?H7� 2501 S. STATE Hs'f 121, SUITE 2DO LEWISIALLE, TX 75067 A R PE 77945,& AWOKI 11go/10 ISERES 170, ISOWL W59, 9• MAX WIDE "`FM 7/15/11 D-411055 DND 7/15/11 m 1 1 8 I 7 I F I 5 I 4 I 3 I 2 I 1 D NOTES ul m mm 0■ 13 CA MIN CONT NUOUS '1PUCE PUTB WALT. ANG3E 14' MIM 11 OA (3) 1/4•-20 TRACK MAX CLP OR CARIIAGE BOLT NTN 1µ'-20 NUT �— TYPICAL nm BOLTNC IK'fAL 1Y RSW � MAX 0.2B 2 1 N6N 11 GA CL1P -yE tet— . 4a 1Y / WP DETAIL y MS SHEET OR tµ'-20 TRACK 13 71 MN OR CARRIAGE BOLT CWTNVOU9 WITH i/4' -i0 NUT 1T' WALL ANGLE TRACK NAX TYP_A� cpm 11ELDiNO DETIUL 2' 2sµ MAX MN EDGE DIS '"M UO SCREW RHTO 2 3/4. 31• EACH 2 K 9 LUMBER AT m0E DIST 12' [ACI HOLE LOCA7NON MAX TRACK T CLIPS TO BE EITHER 3/9' SIMPSON TITEN BOLTED OR WELDED. SEE NO, 2-3/4' MIN DETAILS THIS PAGE. EMBED INTO MM I CCIN1NUOUS WALL ANGLE ' 2000 PSN CONCRETE 114-2w 116• TRACK B0.T FOR EACH MOLE AND 1/4-20 HEX NUT LOCATION ICK C P ®CONTINOUS WALL ANGLE DETAILS 8 17 6 MAX SPACING OF ANCHORS PER JAYS IN) 310' SMPSOI TIIEN 3/B' SIMPSCI TTEN S ' X S LONG NO SCR.URNUMEW ANCHOR TO Hb SCREW ANCHOR TO LA0 SCREW CONCRETE2000 P9 GROUT FILED PSI CMU (SEE NOTE 3 (SEE NOTE 1 BELOW) (SEE NM 2 BELOW) 24 24 24 1. BASED ON 3/B' SIMPSON TTEN HEAVY DUTY SCREW ANCHOR NTH A 1' 0.0. WASHER INTO CONCRETE NTH A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. 2 BASED ON 3/8' SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF UU+A MNNMUM EDGE DISTANCE OF C, AND A MNMUM END DISTANCE OF CONCRETE MASONRY UNITS SHALL C lNM 10 AS IN C90 AND GROUT SHALL CONFORM TO ASTM C478, 3. BASED ON 318' DIAMETER K 3' LONG LAC SCREWS WITH 1' O.D. MASHERS WITH A 1-9/32' THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 4. PROVIDE QUANTITY OF SCREW AAA04M OR LAC SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE NTH A MINIMUM OF THREE (3) SO" ANCHORS OR LAG SCREWS PER JAMB. SCREW ANCHORS OR LAG SCREWS NA .M AT TOP ABOTTOM OF MB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JANE. S. LOAD PER JAMB CALCULATED TO ¢E A MAXIMUM Q 4207.0/-234.0 LBS PER FOOT. 6. CHART INCLUDES A SAFETY FALTOR O 4, 7. DOOR JAMB TO BE MINIMUM 20 NO 3 SOUTHERN NNE LUMBER (MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 6 DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESP0N91BIUTY OF THE BUILDING D 32NER AND SHAH. BE DESIGNED FOR EHE LOADS LISTED IN NOTE S 9. SCREW ANCHORS OR LAC SCREWS SHALL BE INSTALLED PER MAMIFACTURER'S WRITTEN INSTRUCTION& I , 6'1 ��l ♦.mom-Aw L•91D@ 2.m PRA 3 ♦ .00.1 t ASE IbdlW OR 31/19 • Ally EACH 5 14r 3 ••• • • 9• MAX WIDTH ••• • • • • • • • • • • • • •• ••• •• • • • •• ��l ♦.mom-Aw L•91D@ 2.m PRA 3 ♦ .00.1 t ASE IbdlW OR 31/19 • Ally EACH 5 14r 3 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as complying with the RoAda Building Code HOA -No. 18-0418.09 Expiration Date 09ros/2021 Mlaml-0/di PModuet CoMdrol \AA7\\111 I.III/// .......0', OV LICEry•.�ry GJ * ' No. 7IV45 : Z STqT� OF. �• 2501 S. STATE HWY 121, SURE 200 LEMAS9LLE, TX 75067 FL PE 77945 /^, me* iL AAWICIO 11/30Irw 7/i5 MAX o.FwERANR HCHE 7/15 F. T40NC 2 1 1 ■o —A C ■o E0