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WS-18-1911Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Oa Permit NO. WS-7-18-1911 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status; APPROVED : 7119/2018 Expiration: 01/15/2019 Parcel Number Applicant 195 NW 91 Street Miami Shores, FL 33138- 1131010000190 Block: Lot: ERIC BANCROFT Owner Information Address Phone Cell ERIC BANCROFT 195 NW 91 Street MIAMI SHORES FL 33150- (305)713-3344 Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total Sq Feet: $ 1,800.00 0 Type of Work: REPLACE GARAGE DOOR No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $5.00 $110.00 $9.00 $1.60 $131.20 Pay Date Pay Type Invoice # WS-7-18-68241 07/19/2018 Credit Card Amt Paid Amt Due $ 131.20 $ 0.00 Available Inspections: Inspection Type: Final Review Building Review Building 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. Euthermore, I authorize the above -named contractor to do the work stated. L9T:'c, &atJ (RAPT Authorized Sighature: Owner / Applicant / Contractor / Agent July 19, 2018 Date Building Department Copy July 19, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-308562 Permit Number: WS-7-18-1911 Scheduled Inspection Date: August 27, 2018 Inspector: Naranjo, Ismael Owner: BANCROFT, ERIC Job Address: 195 NW 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (305)713-3344 Parcel Number 1131010000190 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments 6t-d/ August 24, 2018 For Inspections please call: (305)762-4949 Page 19 of 38 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED JUJL 17 Z018 BY: FBC 20 I� V"-= Mst Perrmit No. ' .r.ogr S i'ermit No. w S 6 - 19 1' ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ! T 5 NIA/ City: Miami Shores County: Miami Dade Zip: 33/50 Folio/Parcel#: // — 3141 - tiibi - alga Is the Building Historically Designated: Yes NO X Occupancy Type: grzsLoad: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): L.g.iL 3A c ' O,l- Address: `qg /V%/ vs-t S7er Phone#: 30s- 713 - 339V City: /14114M' S l(t/Z State: F--4 zip: 33 /sd Tenant/Lessee Name: ^, ' Phone#: Email: ER ..C�7�U«O7J ( /i41 /L • G0✓1 CONTRACTOR: Company Name: -4 itik; OW E Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1 , 800 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Demolition 1 Description of Work: CPL46 GI RA 6 WOK. XRepair/Replace Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ 00 4 Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ _ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 4 ,1. Bonding Company's Name (if applicable) Bonding Company's Address' it I City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City z State Zip Application is hereby madetoobtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to -the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY: IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement'must be posted at the job "site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument'was acknowledged before me this The foregoing instrument was acknowledged before me this day of 3) L,/ (--y , 20 le , by day of , 20 , by - —�C \4D S ovally known to , who is personally known to me or who hasproduced 2 L ��'e � �� as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PL,Bi C: Sign: �i Sign: Print: S1 NI)14, Print: NOTARY PUBLIC: Seal: -Seal: 50 oar Put Notary Public State of FlOtidlil a. Sindia Alvarez a My Commission FF 156750 ************** * or if"4Mr)f 9L19l9 20M6******************************************************:************ /y// Plans Examiner Zoning APPROVED BY (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT - NAME: FR) C 87W czo f DATE: / 711-7 /23/R ADDRESS: 19 S NkJ GI/ S t "AM/ SNo(2 32 /5o Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner -builder, 1 must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property: My homeowner's insurance may not provide coverage for those injuries. I a'm willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. 1 understand that my failure to follow these may subject to serious financial risk. Initial' 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that 1 am the party legally and financially responsible for the proposed construction activity at the following address: / 9S Nw 9i .54 s7- 33 iso Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this / day of 3-uL r , 20 By f j� tc, 'Jlf(._E • BQ.WC)P— who was personally known to me or who has Produced there License OWNER . as identification. ynr au Notary Public State of Florida e �; Sindia Alvarez t My Commission FF 156750 OF F Expires 0910312018 9 c- t ■ 111 IMO u RaM ®a■ MIN R■M ■am Ram RaM MIN ■a■ ®ate ■am 161 or, aimimi mom Nom �— yam. ■ m loom ®■—R■■ a a ■tea •_, ■ ■ 111_ ■ ■ ■ ■ ■ ■ ■ ■ • ...._• • • • • .•• . • •• - •*Is • • • • I• • : . • • • r4i IP m a fs- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors dba Entrematic 165 Carriage Court Winston-Salem, NC 27105 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 tightt0.have this product or • material tested for quality assurance purposes. If this product or material fails to perform in•the atcepternianr er, the • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, metl1f'dr suspend the use of. such product or material within their jurisdiction. RER reserves the right to revoke this aceeptaItitt, if it is determined by Miami -Dade County Product Control Section that this product or material fails to mept'tlie require anti oaf the • applicable building code. • • • • • • This product is approved as described herein, and has been designed to comply with the FloridtW13ingDESCRIPTION: Model 1200 WeatherGuard Plus & Heritage 3000 Insulated Code,• : including the High Velocity Hurricane Zone. ve1•�eational.Garrge •• • • APPROVAL DOCUMENT: Drawing No. SFC-590-010, titled "Model #1200 Wea!lharWard Plata •ylh DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels", sheets 1 through 3'8f 1, dated 06/21/2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.B., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0307.05 and consists of this page 1 and evidence page E-1 E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. Doors up to 16'-0" Wide MIAMI•DADE COUNTY APPROVED NOA No. 17-1010.20 Expiration Date: May 16, 2022 Approval Date: December 21, 2017 Page 1 • •� • • Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NOA # 12-0228.09" 1. Drawing No. SFC-590-010, titled "Model #1200 WeatherGuard Plus w/ DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels", sheets 1 through 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 12-0228.09" 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 2U;a • 5) Tensile Test per ASTM E8 • Along with marked -up drawings and installation diagram of Amarr 44 x 7',024 ga. steel garage door Model 1200 Heritage 3000, prepared by Amertc•arltst La'13,•k�Q, Test Report No. ATLNC 0912.01-11, dated 10/13/2011, signedanci'sealed by David W. Johnson, P.E. • ;• 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 & ASTM B 117, prepared by Areliiteetural Resting, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS "Submitted under NOA # 12-0228.09" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. UL evaluation report on Surface Burning Characteristics per ASTM E84/UL723 and Self -Ignition Temperature per ASTM D1929 of Grade 54 and 40 Expandable Polystyrene Resins manufactured by Flint Hills Resources, Evaluation Report #UL ER7503-0, dated May 22, 2013 and revised on May 12, 2014. F. STATEMENTS 1. Statement letter of code conformance to the 5tt' edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 02/06/2017, signed and sealed by Tomas L. Shelmerdine, P.E. E -1 Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1010.20 Expiration Date: May 16, 2022 Approval Date: December21, 2017 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. None. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (13FPJ.. D. MATERIAL CERTIFICATIONS 1. None. •. • • • • • • • • .... ..•. • • • • • • ..• • • • •. •.. • E. STATEMENTS • • .. •• • •• 1. Statement letter of conformance to FBC 2017 (6th Edition) dated 09b1.1.41• •. s prepared, signed and sealed by Thomas L. Shelmerdine, P.E. • •.. •. F. OTHER •• 1. This NOA revises NOA # 17-0307.05, expiring 05/16/22. E -2 lshaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1010.20 Expiration Date: May 16, 2022 Approval Date: December21, 2017 13 GA GALV. EDNXERCIAL TOP ROLLER BRACKET ATTACHED V/ (4) 1/4' x 2/4' HEX HEAD SCREWS PER BRACKET TYPICAL TOP FIXTURES N.T.S. SECTION HEIGHT R-TRUSS SPACING 12 GA. DURASAFE END HINGE ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREWS BOL77RETNNER DI) 143A. IURASAFE ROLLER CARRIERS ATTACHED V/ CV x 3r4' 1EX HEAD SCREWS PER CARRIER • • • DT ACHEDI-E ROLER ' x 1024 • • • • �l� • 14GA EE ATTACHED T R RAC Y2' • • !yt'a�e(n�▪ •6 BOLT t NUT PER BRACKET. • •• •• wCERR HWtorOE ATTACFL:B M GA GALL/. STEtl SECTION STRAPS • tlEf HEAD SCREWS DATED AT EA. CENTER 41116E ATTACHED V/ DOUBLE SIDED TAPE O , (8' SEE = B. x xi1/B' Bl' SEC... 2' x 13 1/2'r'I. 7/16' BOLT RETAINER • • • • •• • .• Q4 • • • • • • •� a 2 AE' 3 1/2'k' x LNGA BACKER' PLATE LDO•FA TED BEHIND . • CENTER KW•• • • • _ • • • •• • • • • • • • • • • • •• •• • •• • •• •• • • • •• • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • N.T.S. MAX INSIDE ELEVATION •• TYPICAL DURASAFE CENTER HINGE N.T.S. A--- (1) 0S ROLLER CARRIER PER SIDE ATTACHED WITH (3) 7/4' x 3/4' HEX HEAD SCREW DE LOCI( ENGAGES ➢7U VERTICAL TRACK ON Eon SIDES 5/e' MIN ENGAGEMENT =HEMMING TO SFBC 3E03-2. (SNAP LATCH. DR SECURE LOU( OPTIMAL, • TYPICAL DURASAFE END HINGE N.7S. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0307.05 Expiration D. te05/16/2022 By Miami ' - • e Product Control 3 3/4' M341 S1.DER➢O4 If /4-2D.x 5/8'TRACx SPLICE 80.T AND MR SECTION HEIGHT R-TRUSS SPACING 130A DOT OH BRACKET ATTACHED 1.,/73> 1/4' X D/4' X HEAD SCREWS V/B' STEEL ROLLER ST2A TYPICAL BIN 8KT 1J/ FLAT LEAF HINGE N.T.S. Mar& SUPPLIED BY INSTALLER) 5/16' x 1 5/8' LAG SCREW (D P JAMB BRACKET 20 GA GALV. STEEL 5/e' x 4 3/8' x 18GA LTTLE ATTACHED TO BACKER PLATES PANEL (2D LANCES 5/B'x 3U2' MCA B PLATE LOCATED BENIND.EA itysi CENTER MNW mmf • POLYSTYRENE CURE 2' CALV. 17600. TRACK NMCK 28)00*[34 .CBS' CONT. SOUTHERN YELLOW PINE TRACK MOUNTING OFTA)I (NO 2 02 MITER) N.T.3. BOLT2212NCR 24 GA. MIN EXTERIOR SKIN V/BA4ED ON POLYESTER FINISH LIFT NAM. PROSAIC E REVISED as eewpP4ie0 M1H t8e FT04A#A bidding frock Ae44 aes ND I7 1010. 20 Espiraft• Bate "IA VC, '2.r �C� wSECTION A -A (SIRE V1DV) T.S. 3/4'V x 5 I%2'H X 18 GA (5' R-TRUSS) GALV. STEEL R^TRUSS ATTAp1EL V/ CO 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE AND (2) 1/4' x 3/4' HEX HEAD SCREWS AT EACH SEC. STRAP k7 GA NSN INTERIOR SKIN CEC-TREE EXPANDED 0LYS7YAENE INSULATION 1 LB DENSITY Ux0.17 80TTDM BRACKET ATTACHED w/ (31/4S 1 'CREYRi x 3/4' X H LA I IV D CONT. AUAL EXTR7LSICN V/ CONT. VINYL ASTRAGAL �G= \AISSIL AL,I,L.,p ATER INSTALLED AT THE TOP OF CAEN END3TILE ON THE MEIDE USING (4) 1/8' RIVETS REY A CES(DPDCM CP RL10p7S O.UC BR UPDAlt Of JAB ARACK{OTIS 10 918)01gE 4M7 S01 RE'AO ND1E 0 11 2408 (8T IESSED NOT t TO RIIAK FRS BB) D5/I5/09 CST • k2412010 WE 7-10 VD IBC RN O7/75/I1 FRG Ate �sl� DESIGN LOADS 440.0 PSF -DLO PSF LARGE MISSLE IMPACT RATED CIDI OIA 888882• 8 W824UlPkU4ia D CARRIAGECOURTW wiNSTON.etherG ari KC. B]1 I vwJB4APR.re idite � i/ODSC 8 300 Leath Short, Plus S WWAKib e Ao•.pRe•ee ►b O 7 AgolpOYT(•tb`��� Heritage 9000 Short, Long, Hush. Ribbed. and Oak Snmmit Panels wing anent- ! t SE UMW OW DAT DRfll/01 a41BT1D RARR B D� IN DUE . SFC-590-01O EWER INONAS I. WENRRE )1 NG NA ORR 3DT 1 OF 3 PRODUCT RENEWED as complying with the Florida Building Code PIRA -No. 17-0307.05 Expiration Date05/16/2022 By Miami -Da Product Control • • • • • •• •• • • • • • • • • • • • • • a•• a • • • • • ••• JAMB BRACKET LOCATK20S • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • •• • -- • • • • •_., • • • • • a • • . • • • • • • • • • • • • • ••• •.•�(�•• T�RAC,rK ,A�TiLfACCI�INIMLNT • • S 3�:�1[1Li:7CJifIk©©©El E�4. iR. r ii`JFtty�j `K6?TI�!rioPi}E�:1ii:Wvi ! '1� Zi."xti c,11L--v3ri:A F-'-j 1PSri{... 7 aE®•a kaia.i1313=E--10 i t. t%;-', ti 1 y+•}"1 V � F '•c 1 ( 1 11.24{tt1 (�"1µµ5._� ip, ' E •hqx..C+. inil)� ,,f` .`.0 lbL _:F ©®® 38 48" 56" 68" 78" 11111111.- 1111- _"MO- 1alt?7u!.&111l'sI 1.. 17.tr1Ai {T 4i a,`d''1' ` tra.`i '` 1 L 1 i` !7 ®®® 38" 46 58" 68" 78 88 11111E111111111111111111 6 `, 2 1€1 1'rk4'... (.P5=2,A MR 714. 13.ra rt ' i 11'i 1Fb3(yxAE `xtt` Pe i,l,w1.1., 1, ®14 38"46"56 68 p 78 j t88 1+00{� i p�-,{C�- I '`J,.. :,. ` $4F� 1 t- . 9L r iLl' . M1 A )�'�k1 �7(!h 31 ,rlt'Jji( ` i0 M .":4¢ ..i -Yi' . S ® 14 ® 38 46 56" 68 78"88 100"110 -�py- rci.4 Tsi�: TT J66A1 i'k LS�r,�{5 r- 55 3 4- �tp T ,J 1I'I 1 (, / (+FS 9 9Y.gt 2 (3 a}[ t41� a.i�."i�`r-;1 ;.I �,..Tv=�.r 11..:y 3e.-I.: �.=3, _3w{ r 0.i ���1 �',.1 �ri`-�.il 'l a -iF Ih.� ,! Ei I�®Efil 46" 58" 68" ®88 100 110 ®®MM 44 yi-s1r ":`r i-1CPE` 1'P-- . < (-Oir.41J.w11 .if 'a IC INr{f..90d0.-r)(• :n ti )=cIrt'a': 148" SPLICE DOOR HEIGHT 8 10' 11' 12' A 8 ® 14" ® 38" 46' 56" 68' 78" 88 100" ®®®11111111 r'IP1011°'.,A `N-KI wf'L l'i t,' 1 t_ :1; FajaafZ7XI OGla Ka;L1 ':5rI i 't, ®�® 38" 46" 56" 68' 78" 88" 100" 114 S 78 88 100" 112" 124" 136" 13 14' 134 146" 160" ALL TRACK ATTACHMENT SPACING +/-1" ALLOWED WITH SYP NO 2 OR BETTER ONLY WOOD JAMB ATTACHMENT TO STRUCTURE J X a 30310*1 JANR nTAmosoR To wood FRAR1E'SmG6I= a/10' X r 4A0 SORLRT sumo a' room ono TIED 1r OS. (1 1/Y isanuEIR) 2 Y R VARrt'A1 ARR 1Tr10N ice TO 2m0 P9 Da626IE NRTt tombola O/r X 4" MONO r raw W 00 DEN 04' os (0 I/X' 00010R010 Hon wow ARMOR 3/6" X 3 3/4' spurato ie MOO Dos 11171110. O.q (t T/r 0•ar0,00 mr/easel RETREAD (aahem3 3/r X r saa=N= r mom Dos non or ao 3 1/2" > i x e 1.11.0 JWa AISH'R"M 10 "n)1 ON 1,40 112-4 (ILIP33N 1/0 X 3' 111711 SCROD SORDIAT a FUN USE PADS GF FASTEN. (S' APART) Air 0.0 U 1/2' ICIANIMENTI MLA 1/4. X I-3/4 lt0x-CON II+ =RENT STARa10 e' raols ENOS. 114E Me of rASENaS (3- PPM ) AT a' OD. N )/4' D®)DMDa1 2 X a sown. zoo 67.6111ANT TO 1112IX1ma o-to meat l2000' Mr 00000 NSA SLOW ANCHOR we X 2-3/4' SIAIO- 0' FROM e•s T701( 12' 36. (1 1/4' d0EDMEMI) (OR. 032E RLs1EROe 75R wane .40 SLIM) 4. LT ROVAAVON Or N04 50 82000 MnERO. 70 PROVIDE A RLLSN WORMSUF.. 1/e' MN e 3/4' MIN t-1/C 2X0 ZOO M. SO 003 ....\.. 3' NUR ORDERED STREICTUYL2 L r•' ICE) rTNROUreo A 3 GA. FLAG BRACKET ATTACHED TO WOOD .034E V/ c3) 5/16 NA. K 1-5/8' LAG MATS AND TD TRACK W/ (4) 1/4'-20 TRACK SPLICE VOLTS AND NUTS S1UCE TRACKS AT 1166 LOCATION W// ((4) '-20 TRACK $4J3E BOLTS & NUTS SCCU4 RE JAMB 11111 (3) 5/10' 044 A 1-5/0- LAG BOLTS (1) 5/16' OIA x 1-5/a' I.A0 BOLT ATTACHED TO JAMB AT 04. JAMB BRACKET 12 GA. CALE: STEEL' JAMB BRACKETS ATTACHED W/ (1) 1/4'-2D TRACK SPACE BOLT A. NUT OR (2) RIVETS TRACK CONFIWRA1ON FOR 6'6 UP TO 14' TALL DOORS 10.3. PRODt1C. f REVISED as co•pq.1.X nits Nee Florets Istothog Cook AacepaRcc N. l7_/E ro .7G Ei(�17.�(Yr�l�e.��)a//t//e �/47/C j 2'2.-- ( 4,,,t or GARAGE MOOT 16'O' f+ axsaT tnAos�2J 13l} jj2Ii '+Nqn 1O 3 14*1 PRESSII341 )ia� TAE�TRADX 1R�SPECInohl0NS AND M1E4 T(a71Cµ lei HM1SONT/1 .3101 M D 0 t� PR'oa30 1 fd AF11o1DS AOK IDANIDNyTED nom INC coo& f]Sa0 Ilt/FTD l D DLZ AAYNUM O77366 LOADS DE': 3 DOORS AND HARDWARE 1•J. RE OLSNCO. 8MA.OAOTWfD A4(.N. INSTALLED BTN STO W E * AS Sal R ATN BP WOE P o711,16. OR L 0 FORNA(• W/U WEED DREAM AND Zs co. aa. noon U re MI CONSIST Or (4) S11300NOSRAs ONOWA & OMD13E TALLER (A r R-I YAt i4M Y"At 11 �s NOT 061.1E VAS 7. STAPoR@g 3l3OCo1RAL GDIMIS SMALL BE DOMED or A REDSam WICONMONAL WINO P00 Y1ND TDADS MCA= ON Das ...a N Awn. 113 Rolm WADI= • TN• ',Meat REARM,, MK TAINICATE pops WNUTAONR0R TO CO 105006 OF 40. OM. VMS333. AA MEM of25158EM ENAl1• C OFT �E tonioe WTOTON'LE 3NEMO *A070107010 TO ARM ME--11 IRA 001 COMMNPSOA:D LAD W =NnunoN THAT ON MD.. MAE =Elam COLS 13 551•wA 10 Tisr or a&NOMs NI OR 107. LLOSIRCIURD1 IRO OL E ODOR 11013 PONlas ON Tao 01�00 COMRT NM.aE no Mot[ OR ACCONOOS. P0OOUCT REVISED SS.a1NryaMd. theF1.144. BoDdlis AXmoNo P_ Product PRODUCTYEVQAU ea weep)ykog vat tits Mackie p"g Cade opitor A000 oa No%.n ��aq By CLuw6- 44T 113E OF 443002E DAY BY A 30*3 6111® AT(AD11®ITS TO SW2CO24 301 16332I07 8 f1T REUSED lei 6 TO B0.0CE IBC 2007 as/u/02 121 REVD TO kW 1-10 ND IBC 2010 67/3/11 BO MAX SIZE 16' x 14' DESIGN LOADS +46.0 PSF -56.0 PSF LARGE 2I55LE RAPACT RATED 113 CADRGh1 COURT VINSTON-SALES KG 3113 VW.004 t3OH MODEL #1200 WeathorGllard Plea w/Dur0Safe Heritage 3000 Short, Lon;, Flush, Ribbed, and Delo Summit Panels Yh 8 MAXI8T a DAZE D)/@/Bl MOD N DATE CRA9BC BIACTER SFC-590-010 Met 4014L NIU 07E P.E 1F IN COWS Sat 2OF3 • • • • • •• •• • • • • • • • • •• • • • • • • TABLE 1 Width (0) Width (In) Helght(s) ¢n) Panel Type Center Stile tucaliens (Measured tom Lett Edge} ILINIEMILLEill Mai 71.684 4,7:----- 111321111MiliatillE16111 ti . ..w fparoar ; ..a, i .1 78.600 o -nWelfr gee,.rt_) rWaR ®111131®® 54.200 79.800 ®161:611® 65200. 80800 ®NLEUI® 58.200 81 80q 111:11•1311111E1111331111 67 200 ra iW:a®I®L ®®E .A" 1111® 85.188 48.406 52.500 77.500 • ••• . . . .•• •• • •• •• • • • • • ••• • • • • • • • •• •• • • • • • • • • • • . •• Panel Type • Center 8198 Lucatlons (Measured from Left Edge) 106.600 iLMES -L tYf� x k tt 60663tf. Yam` grTZI2I- ®i©111EMII 1111=111IiffElr 11211i[M®m 92.063 �FL'11011®� Ki 63.800 ® 104800 NEEZI cc.'��ia,..�L-v"?�lt5,t". 'C+�.J F'f SFF c'�u(!<`�i3s{•' ® i��' © 48.824 93-000 111.1.1 94000 ®� L4?i�"E 'ra�.� i'�r` nFCNIi r �,3-L + �..% l•C(T F' 'i"`"i�. 9 te,, J' ILIUM 7 iti!}aii 06.000 ®- At Ell( L°43IL..,2,7 . r,-an.a AW" ® 96000 111.7731 L• i' ,.,. F�1i,tYFi rRODUC C RE VISMD as.verpiyhq with Ike Meals. lauding Cele Acceptance No /7-(2/D • 20 Saptrsnea Date spy' 2- 01154..-1 ( 6a..e-i<- iiirigragageametai PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0307.05 Expiration •,, 005/16/2022 By Miami roduct Control PROM a-C REvinED s alae.tyimg e�ep ise4'locida PRODt)CP6EV9gnD Eaddig Cede scOMPIYag lvbhtbe phrlga Aoaapuroe too . ,�A% fIr4 Cade EzpigniumQ eQS/b '[7 A rt__!G�.'.0 REY 0E9716866 Di APASONS A, UROAIE Of AGE AT0A90001910 3166CRA6 9 8E11E 1101E8 DAD: 6Y 4/1/W 90f 12/11/08 i9T C 8255 MTE 8 T00001E FM 20W 0 EN3010 99601-109901802010 09/I9/00 501 W/29/11 8M MAX a 14SIZE 19' • DESIGN LOADS +49.0 PSF -59.0 PSF LARGE MIME IMPACT RASED iW CMa0AtE COURT 'INt1011-SALQI. NZ. e7105 WV.AN9RR,C211 most j1200 WeatherGuard Plus w/Durt afe- Herltege 0000 Short, Long. ?lush. Ribbed. and Oak Summit Renate 906 COMM 04 0A1E 08/21/01 DRAWN MOM B awes 5r D6H SFC-590-010 1101032 TOM L BOU409E PE 0C, Ne, 099B70 BEET 3 OF 3 3 • DOOR SCHEDULE 0DIMENSIONS MATERIAL FINISH OPERATION WIND LOAD PRESSURE DESCRIPTION MARK WIDTH HEIGHT THK. R.O. DOOR MATERIAL FRAME MATERIAL DOOR FINISH FRAME. FINISH (FI O 01 10'-0" 7'-0' - EXISTING STEEL - STEEL - SECTIONAL NOA # 17-1010.20. SEENOTES BEIEW • • •••• •-•-•• NOTES: • • • • ♦ • • • • • • 1. VERIFY ROUGH 2. ALL EXTERIOR LABEL WITH THE 3. ALL EXTERIOR 4. SEE THIS SHEET • OPENINGS PRIOR TO ORDERING & INSTALLING DOORS. • • • DOORS SHALL BE REVIEWED AND ACCEPTED BY THE MIAMI DADE COUNTY PRODUCT CONTROL SECTION AS DOCUMENTED BY A VALID NOTICE OF ACCNPIFN•EiAIL DOORS SHALL BRA, A PERMASIF4)i • • • MANUFACTURER'S NAME OR LOGO, CITY, STATE, MODEL/SERIES, AND FOLLOWING STATEMENT: "MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED" • DOORS SHALL BE LARGE AND SMALL MISSILE IMPACT RESISTANT. • • • FOR DESIGN PRESSURE CRITERIA AND DESIGN PRESSURES. • • • • • • • • • • • • • • • • • • • • • • • • -a •• •• • • • • • • • •• • • • WINDIOPDCALC. • • • • • • • • • 8URDIN13 INFORMATION • 011011111111 INFORMATION a. Poeda,WtodSpeeA Naminal y� ..—.�..—. —« • FWhoaYalodry (mph) 175 ASCE 7-16 5 Client BARtRof-r lRslocna s Wows 4 Add ms 195 NW 9357MI41,415110RES T I.aMaLPRt40e Endm.d Wall Openings , x0,,,p,,,y Wight ahw•atoUntI T4t41 0.0 (e9 wall openings: whitlows, doors, shutters,...) Pleb numb. T Standard Wall 0NEM(EC) 10.0 prep.. 0 Mean Root Ra1•d (h1- MT 14.0 sawblriEwfdlb (R.) 51.0 Wind load Program1111.1M101.11111FACTOR s 0¢110Int WV. CPOGRAPHIC 83.0 3001-NIS0 e Roo/Sbpe 0:12). ld RNISf3ape 4 Rat- Rill t R00IA9Ela{dalltn) 3e.04 Win lcaadcolcc43Rtg '' RrIN Q ±(a EAaa5Mp1R) 5.10 v. x L0 (R.) 9 0.0 e Ead204e MT 1010 .,s, IR) 0.0 1 P.99. Along Race Pedmeter(R.) 0,00 a 4. (R.). R 0.0 I 0 .A0 a 31C9P11.1i!ITFf¢Ua1 APPLYING WIND IOADFOR: ���t9I� OiaW OPINING El['. ATION (}1,7 MD �EeP�Es� Mitt.:..... r. AD Nominal Mod Load pressures �' s�tr.A5..s.we�.�.e,as)� ( S1aaP4iP+xaauliL.M �L�er,y��res.s Wi+�i�PY .... ��.rry.e�Nt.e� tya.+7aN)IIUIy _ Na WINO ART 490.l MAXIMUM VS1Try PRCSSUNEIMn. YIMUH: [GAIN PR E55ORC(p4) f1 SECTIONAL... 5 10.0 7.0 70.0 365 -42.9 ..... .. ... 'C) G0 R (:'. I0 Oi • ` a RR O4a • a i _ ♦` •• • Sr FRE•�. AMILCAR R. MELENDEZ FLORIDA REGISTRATION AR93063 / architect, v^ - \ - P,A GARAGE DOOR REPLACEMENT project name. DOOR SCHEDULE & WIND LOAD PRESSURES drawing title. 195 NW 91 ST MIAMI SHORESM FL 33150-2256 FOLIO # 11-3101-000-0190 project address. 1001 SW 67 AVE, STE 102 Miami, FL 33144 TEL.: +1 305 894 6605 FAX.: +1 786 347 7692 INFO@ARM-ARCHITECT.COM drawn by. ARM project no. 18051 A-1.0 date. 07.18.2018 drawing no. © 2017 ARM ACHITECT, PA DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy Amarr Garage Doors dba Entrematic 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami -Dade untry RER-Prod cf Control • Section to be used in Miami Dade County and other areas where allowed by the Authority Hav i�.nn•Jurisdiction•(AHJ). ' . This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count Product Control Section (in • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the Fight to have this troduct o"• • • material tested for quality assurance purposes. If this product or material fails to perform wsWaccepted•me ner, the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, ploiljfy, or suspenl the use of • • such product or material within their jurisdiction. RER reserves the right to revoke this a e toce, if it J: determined by Miami -Dade County Product Control Section that this product or material fails to rpgst.tj requirements of the • • applicable building code. • •• •• • • This product is approved as described herein, and has been designed to comply with the Flo ida $uilding V' t1t • including the High Velocity Hurricane Zone. • • • •• • •• • • DESCRIPTION: Model 1200 WeatherGuard Plus & Heritage 3000 Insulated Steel Sectiorial.Gatage Doors up to 16'-0" Wide APPROVAL DOCUMENT: Drawing No. SFC-590-010, titled "Model #1200 WeatherGuard Plus w/ DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels", sheets 1 through 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0307.05 and consists of this page 1 and evidence page E-1 E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 17-1010.20 Expiration Date: May 16, 2022 Approval Date: December 21, 2017 Page 1 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NOA # 12-0228.09" 1. Drawing No. SFC-590-010, titled "Model #1200 WeatherGuard Plus w/ DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels", sheets 1 through 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. •.... • B. TESTS "Submitted under NOA # 12-0228.09" ' 1. Test reports on 1) Uniform Static Air Pressure Test, Loading 1iE!Y•$BC TAS 202294 2) Large Missile Impact Test per FBC, TAS 2Qf -4 • ' • 3) Cyclic Wind Pressure Loading per FBC, TA•$ •'-94 • 4) Forced Entry Test, per FBC 2411 3.2.1, TAfi.202A4 . .. • 5) Tensile Test per ASTM E8 • • • • • • • • Along with marked -up drawings and installation diagram of A2 r' 16' x 7', 2f ga. steel garage door Model 1200 Heritage 3000, prepared by Amcricap Test tat14ric., Test Report No. ATLNC 0912.01-11, dated 10/13/2011, signed aild'sealed.hy David . •W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS "Submitted under NOA # 12-0228.09" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. UL evaluation report on Surface Burning Characteristics per ASTM E84/UL723 and Self -Ignition Temperature per ASTM D1929 of Grade 54 and 40 Expandable Polystyrene Resins manufactured by Flint Hills Resources, Evaluation Report #UL ER7503-0, dated May 22, 2013 and revised on May 12, 2014. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 02/06/2017, signed and sealed by Tomas L. Shelmerdine, P.E. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1010.20 Expiration Date: May 16, 2022 Approval Date: December21, 2017 E -1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. None. B. CALCULATIONS •••• 1. None • ••....' • • • • •• • ••• • • • • • C. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources• • • • • •••• • • D. MATERIAL CERTIFICATIONS ' • ••• •• •••• 1. None. • • • • • • E. STATEMENTS • „• •• •• • •1. Statement letter of conformance to FBC 2017 (6d' Edition) dated 09/1lit 7, prep, • • signed and sealed by Thomas L. Shelmerdine, P.E. F. OTHER 1. This NOA revises NOA # 17-0307.05, expiring 05/16/22. E -2 •• • Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1010.20 Expiration Date: May 16, 2022 Approval Date: December21, 2017 23 GA. GALv, CIINMERCIAL TOP KILLER BRACE ATTACHHE3 W/ C4) 1/4' x 3/4' HEX HEAD SCREWS PER BRA 14i TYPICAL TOP FIXTURES N,T.9. 12' 2' 20 EA GALVV, STEEL SECTION STRAPS 7/16' BOLT RETAINER DAISTA3LE ROLLER CARRIER ATTACKED V/ <2) 1/4' x 1/2' DOLT & NUT PER BRACKET ,1‘ LOCATED AT EA. CENTER HINGE 01 • I ATTACHED 14// DC1UBLE SIDED TAPE 1464. DURASAFE CENTER MIME ATTA D W/ (4) 1/4' x 3/4' HEX HEAD SCREWS 2 5/8' x 3 1/2' x 1t1GA BACKER PLATE LOCATED BEHIND EA, TYPICAL DURASAFE: CENTER HINGE • 2/ SECTION HE[C+Ffi N.T.S. R-TRUSS SPACING 12 GA. DURASAF END HINGE ATTACHED W/ (2) 3/4' x 3/44 HEX HEAD SCREWS BolT F ETAAWER 14GA. DURASATE R171..1ER CARRIERS ATTACHED )/ <4) 1/4' x 3r4' HEX HEAD SCREWS PER CARRIER MAX 1CC'0' INSIDE ELEVATION ATTACROL ER CARRRRIERr PER SIDE HEX HEAD SCREW 3DE LOCK ENGAGES INTO VERTICAL TRACK IIN BOTH SIDES 1/9' MIN ENGAGEMENT COMFARMING TO SFBC 3603-2a (SNAP LATCH. DR SECURE LOCK OPTT NNAL) TYPICAL i1(2ASAFE END- HINGE N.T.S. i 3 ar 4, mot PRODUCT RENEWED as complying with the Florida Building Code NOA -No. 17-0307.05 Expiration D te05/18I2022 By !* L Mlaml ' - • e Product Control /4- 0.x 5/8'TRACX SPLICE BOLT AND NUT SECTION HEIGHT R-TRUSs SPACING i 13GA BOTTOM BRACKET ATTACHED W(3) 1/4's 3/4' X HEAD' SCREWS 10 BALL STEEL RgLl.ER V/•1' STEN TYPICAL ETM BKT )J/ FLAT LEAF HINGE W ED BY INSTALLER) 311E VBRACKET ED JAND 20 GA, GAM STEEL END S/B' x 4 3/8' x IEDA STILE ATTACHED TO BACKER PLATES PANEL C2) LANCES 5/0' x 3 1/2' x 18GA PLATE LOCATED BELIND.E CENTER HINGE POLYSTYRENE CEDE 1611-AMR TRACK 1N .. CONT. VERTICAL AVM SOUTHERN YEILIN; P NE TRACK IvISIUNi1NG DETAIL (. 2 OR BETTER) N.T.S. 24 GA. MIA! EXTERIOR SKIN W/BAEED ON POLYESTER FINISH "'R0auc r REVISS1) as complying triti 4iie Floriis h aidlog Mode Me j7 (O47. Zt3 HIOsigkaa Date"IA IAletC/ 4.016&14,1,_SECTION k A (SIDE VIEW) eaamets- 'Z• t+� ►•it•it 07,0 ►•4• t.4 44 tt••• titi•• ♦fit ►.�4t4 ; ►���j 3/4•W X S I721H X IR GA. CS' ►!1�♦� R-TRUSS) GALV. STEEL R^TRUSS ATTACHED W/ <44 1!4' x 3/4' HEX HEAD SCREWS AT EACH END STILE AND Ca 1/4* N. 3/4' HEX HEAD SCREWS AT EACH SEC. STRAP 27 GA. MIN 1NTERIOR EXIN CF1$'REE EXPANDED ULYSTYRENE INSULATION 1 LB DENSITY R.' .73, U=017 BOTTOM BRACKET ATTACHED Wit (�4"x3/4" HEX SCREWS LA IN RUSION COAWNEWW VASTRAGAL AGE MISSILE ATED PRODUCT REVIlial the Florida in complying with eta Rands miming Code Building Cads AcmpfatNO *'O ,7 AteepotaasNa 7 INSTALLED AT THE TOP OF EACH ENDSTI[.E ON THE: INSIDE USING «) 1/9' RIVETS • • • • • 17/22'?c•1Au3P • . ST(EL PI.ATA • • • • ••• •• • • • • • • .• • • • • • • • TYPICAL. TRIVIL▪ 'EI'>y' PLATE N.T.9. • OiSG;IP3ON of ROM RIDE $T A ORME of JAW MOMS To SUM 4/3/07 a REM NO1E a 12/19/11 .01T REM NOTE a TO ?IL 10E fIC IOW 05/15/09 1¢1754 TO Asti 7-10 RND f3c /Ma O7pi5/11 OTT • RRC MAX SIM 16' c 14' DESIGN LAA135 +48.0 psr —MG PEP LARGE MISSLE IMPACT RATED 449ts t'4._.� ''�4!` III i� Zh..; „a s57A .• ,Is:ro. • .. 1 30004 t".:, . .6%. .4.4 .. T4 .A0:1: IE. ;fr. • . .. . .7:14 11141 a t % Ida tea CARRIAGE C01Rr V1NST1Di-SAL.E?)I. N.C. t W V.ANARILCERI )LODEL #1200 WeatherGuard Plus it/DuraSeXe Heritage 3000 Short, Long. Mush, Ribbed. and Oak Summit Panels SHE toe B' OLJ B DEG 6Y MIR SOWS L S11 IAA K RE DO Ra 0C4857R BILE 06/21/01 moms Noi s SFC-590-010 MI 1 OF 3 • • • • • ••••s• • • • • • • • • • • ••••ce• • e• • • • • • • • PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0307.05 Expiration Date 05/16/2022 By Miami -Da •' Product Control JAMB BRACKET LOCATIONS POOR HEIGHT TRACK ATTACHMENT SPLICE o ©l IJ IQIILI*1OL ' •�"- r f �. i Tjj :r r 5 R. r rr �+ lj•. � {- !" 7 hr ,c^- r T, - r4 J ir ii 1!,;�'.{::L!k}�{lq�f,taw5.l+S.k �t.!r.�i��_ml�i mfaimig 14" ®38" 46" 56" 6..,l8.r " ,,i1111111aGG4111111.011•110,,,r_rij ,t E KE 38" 46" 56" 68" .✓•' 1njn 78" immiummilinr: • 8' 1V A B t` nr I r i i f i tit .7,1t �_y Sn;. ° i 1-{i fit•* t r �rti 1. .� I 7 .i.-;r ri E'I rj'`"CC43 L a r t� _ 38" JMI 56" 68" a178„. `1111111111111111 E1�1v Lea/sP)3.,zrial. ��t 1511051151 ,..j�I 38"4 8 " e:as" 8" �?-a�t�oo" ��_.z.i7•r�,'r?' � . 'tir��1i31,r L.r4 ® 14" MI 38" .46e- 56" 68" 78" 88" 100" 110"1.111111 76" 88" 112" 11' fit; 0.L tTM„+ rr v /Cr57{r �k+ 1l.. r �(~''• it 1 x,I �� ;ty+ .� t , "''1 I v� i IPri ..;(yam,-;�.z: �t� }� ra 37� I tI 3` n7w.r r ,.,tarF .:.I:. ,1, _ 3.r.. �.x t-s J:P,...?d Mal 14" �� 58" 88" 88'f , 1y10' ���} rfr ��{J��a� Sl�`Fit��lt fib f 1 F,"�, f i r, ^-� ) 14" 38" 46" 68" 78" 88" 100"114" MIME 13' 14' ,r, a{t411,4 ®..._ � 3s" � 68" 78" 100" 114'i M 134" 146" 136" 148" 160" ALL TRACK ATTACHMENT SPACING +/-1" ALLOWED WITH SYP NO. 2 OR Bt itH ONLY WOOD JAMB ATTACHMENT TO STRUCTURE If A vrImeAt_ JAY* ATTACHRIFFIC TO WOOD FRAU •SpgrxtiRr I/ie x r tA0 WRENS BTAIt a 8'?AA001Y1 INOS THEN 12" O.C. (1 1/2" EMSEDHEAi) 2 2 B VFROfaL JAMB AYTANfitnErTO 2.000 PSi OTINCftyWG H02T SLEEVE ATOM 3/B' STAR I G FROM MS THEN Q �1 AW/RAISET REDHEAD (TRIF^8DL1) 3/2' x i SMART V PROM ENDS 1I 22 O.C. (2 1/2. EMBED1Skt) it R AMIGA AMR ATOM UF4T JQ Het I OM es-oe BLOS< SIMPSON 1 4' x 3' TITAI SCRe88 snR1tNO B' MOM ENDS USE PAIRS OF FASIDIERS Cr APART) A ILii ELXB .2-o0N D} scam 5TWIND 8' FROM ENDS. USE PARS OF FASTENERS (3' APART) 13*AT • oJ: t1 1/4 EMBEDMENT) 4 X S WOOL TO 6i+ati FG c-ao BLOCK (RD0o'Par 14E71 SL VE ANCHOR 3 X 2-3/4' WNW; B• FRQN ENOS THIN 12 QC. 1 1/4 JKEED3JE N1 (0R. WE ROOM PoR Hu.L Cr-Bo moos) gums AND BOLTS CAN BE GMHIERSUNIC TO PROVE A FLUMOUNTING UN ING SURFACE. NTREPARATION OF MOOD MSS OTHERS e-W.V. MIN r not rn lorffuDCS ICE? cTJ8RoUGH) 3 GA. FLAG BRACKET ATTACHED T!1 WOO JAMB W/ 437 5/16 ILIA. X 1-5/8' LAG DOLTS AND T ft TRACK W/ t47 1/4•-EO TRACK BOLTS AND NUTS SPLI((CE�� �9(S AT THIS LOCATION S�WM TO JAMB WITH ( OI & 1-5/B- LAB BOLTS M' " DIA. x 1-5/11'.W.T ATTAINED TO JAMB AT EA. JAMB BRACKET 12 GA. CALL $TEFL ' JAMB ATTACHED W/T(1) 1/4'--23 TRAM SPLICE BOLT & NUT OR (2) RIVETS TRACK CONFIGURATION FOR 6'6" UP TO 14' TALL DOORS MT.S. PROOLIC C iiEVI h �+�icls the as udIng Acceptance No 17^/cr0 • 2 ) EspAraft t Date 4 /4j?,•2-- 1 ,LINIERIOR OF GARAGE TOTH WO. OMNI LoADS ,Dgg//n NEGATIVE LBS/FT 0ws PRESSURE SPECww10AuoNs AND H01ES 1. AN1L LOAD FROM WE DOORS TRANSFERRED TO 104E vernal. TRACK PitDTHE LOAD�E TO THE VEBTMAL Jmias INN JAYS OR �NO PORTION of nil LOAD TRANSFERRED FROM THE D002 2. EACH ,JAMBS MAXD1UY Dana WADS OR 4.388A0125 f4 1 -448.0 LIES/TT 3. DOORS NO HAROWARE MILL BE DEEMED, MA*)?ACEIRED AHD INSiALl® VAIN STANDARDS As SET FORTH HT DA2M - 4. DDOR SECTIONS SNAIL BE 27 OA (.018 MIN. INTERIOR AND 24 QA (2) YIN. MOM ROLLED FORMED, Et/BAUD ON P3OLDOORSSwro R ?0 CONSISTor (4) mows AA 014001L USE (1) a' R«iRUSS rat SECTION s pa=Bs TILLER THAN Tr HIGH BMW,. HAsE MCCiiLNS NOT GREATER THAN 21 SiDE AND Us[ (T) 67 7. ES)PPOREND STRUCTURAL ELEMENTS SWILL BE DESIRED BY A REOSTRW PROFORMA. DONOR FOR VAR LOADS IND ATED ON TDB DRAWS N A00180N TO OTHER LDAR 3 B. THIS APPRU184. R nit iVNA1FACDJRER TO DO 10811Ho orAu. ' MILS INTO TO FASRIDAIE DOOR r UNDER IRIS NEOVO! +3P?k A MUM OF 2 wEsselt SHALL BE GUT Nom EWA 000. AND TENSILE TESTED ACg0RON0 TO ARM E-B BY A JMDE COWRY APPROVED Wi AND PAID Br THE EVERT'3 MONIR 13U25 A E MANDFA{�ICE8RILREIt SR4J. TJt3 0i3CEt A COPY OFF THE TEST WITH COLS A7 7 �RFR ent T 7AABic MANUFACTURER MET �31U0 �BARNRE(AnommSPEDIMENS WOE H8L IELD matins ar ,ap PR OR emu DE TO MAK PAN= FOR CODE cowry UNDER THIS Wool OF AMEPTANtS. •••• • • pppp • • •••• om _with tin } ••• AOoepeal ie iJS ___ • • • • • • • aa ying with *aP Florida Undid Code • • • ADcereeeeNei X.,, drat ,.1,► ' IL'71" Product t+Di•- REV A DEMME OF RENSIX RAT Cf 11ti81 AITADOETIS10 SI MC1U Off BY SCV 8 RENSEP RDIE 8 1Nw!°8 EST IO REUSED NA 810 ELUDE FBC 2007 05/t5/04 CBT REM TO ASCI: 7-ID Ptl6 FBC 2010 07/25/11 BHG MAX SIZE 18'x14' DESIGN LOADS +46.0 PSF -MO PSF LARGE MISSLE IMPACT RATED `a@.,ee8s1/1 / 4,,, 4 , i>*F,sp,, �p1 p0 •� ..1! way ` d0 144 13O4857 !) "!f6e l • s '* ACE QF 1:,.e.z.... ....\:titi !/ 280 CARREAtE COURT VINSTON-SALEN. kG E7105 WW.AHARR.C@f MODEL #1200 WeatherCuard Pins w/DuraSafe Heritage 3000 Short, Lacy, Flush, Ribbed, and Oak Summit Fannie 8 DBAWt BY DU DME 06/21181 MOO BY DAZE DRAIiiiG RIMER SIC-590-010 Eta DEW L. SOMEP E 118 Y'L C018179 SET 2oi'3 Panel Type Width Width Helght(s) (Rj (In) (in) 9'2 ' 110 18 8.21 Short 130 18 & 21 J Short 52.500 71.500 160 z�� ► a�. r?iX ral gym •99.330 t.4' 1 7i •t`i-itt3'f�'"'�^j 'Tii i J y� N.ks L>Yj�il . atJ j` {`.-n`T� .-. %=_.� a.Cfi: �.`, �..Y:. T. u�i:�:sl .,.�s.. « u-a�t'It 14`io 178 18 & 21 Short s1.26 3 8.8.938 116.613 t ;p VL' ff .4, i'' (TIO 1 a rl` %'ti3 iL !` 0 yr: i OS. - r rl all w i— 15'0 f30 18 8�'21 Snort 8193;Yy$ 89 93f3 1 7 93sr ate.'[ iRialxt„h�:7F 0 .1 'rt �'Fti:N'Y"*° .3+ 1s7MEM 18 & 21 Short 828f eo.838,� — 1 S'4 }+� EffrZil �jT,,� 1a & 21 short 33.Btf0 7s.200 .104 800 38.40(► c sr��fi 11 ti r�� r .b-;j M Ti- a :'( FiN E,747� ;t';4 5 9 188 Short y4�8..624 jet 93.0�y0y0 i C RL �� i,l.i"-, GiK. Z�t�E i.��tsi+ "��'tl j�s� r 1N.. 'F,,�° • • PRODUC f RE • ISED as mitt the 8 kidding AcceptsamNa /7-fo/D • Zo ) piralieasate 'No Omni PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0307.05 Expiration 05/16/2022 By Miam a : • • roduct Control PRODUCT REVISED so ooBandiegemplyieg tril}11>te the -Florida wh��1 AcomPlowe No uc+.^.;C A B ldi r • • Expiissite 7 Atuvianca No •••• • •••• • • • • •. • •• • • • •• • • •••• • • • • . •••• • • • • • • • • • •• •• •••• • • • • • • • • " • f Date y yp-i By • d 7 REY DESCRP11L1i W fEYIRORS DATE BY A. B C D MOE OF MID ATTAd8I lfS TQ SR&ICRiIiE 4/3/07 5!(T REMO MOTE 8 12,%A38 C8T REDS 1101E 8 SO B,JE FBC 2007 05/I5/09 Cal BEttte TO ARE 1-10 Ala FRC MO�07/25/ 1 9Ri MAX.SIZE, ter 14 DESIGN LOADS +46.0 Psr -58.0 PSF LARGE MIS5Ci IMPACT RATED "� �♦ 4 e 4. e� • w'7�rs�s .11 rx ra • STATE OF ; IV 163 CAIeQAtf£ COURT WICTON—SAW . NA g730S WWWMARR.COM MO1E4L #1200 WeatherGuard Plus w/Du e • Heritage 3000 Short, Lon Flush, Bibbed, and Oak unam1t Panels fly DRAW BY MI DATE 0001 DIME M88391 B DM BY D TE ' SFC-590—010 ENVTONS L. MUM RE, LIC, Ha 0848529 SHEET 3 OF 3 •, • • • 11 3 •• • •