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WS-19-1709
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 j , Issue Date: 08/01/201 Location Address Parcel Number 69 NE 99TH ST, Miami Shores, FL 33138 1132060131300 C_nntads Permit NO.: WS-07-19-1709 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: Approved 9 Expiration:01/28/2020 TIMOTHY CRUTCHFIELD 777 BRICKELL AVE 708, MIAMI , FL 33131 Owner CAIBAI CONSTRUCTION LLC Contractor JOSE LOSA Inspection Requests: Description: REPLACE EXTERIOR DOOR TO STORAGE ROOM TO Valuation: $ 800.00 Inspec i 4949 REPLACE WS-12-1397 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 Copies Fee (Manual) $4.70 Windows/Shutters Fee $60.00 Total: $114.70 Building Department Copy Payments Date Paid Amt Paid Total Fees $114.70 Credit Card 07/25/2019 $50.00 Credit Card 08/01/2019 $64.70 Amount Due: $0.00 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 authorize the above named contractor to do the work stated. Authorized Signature: Owner ! Applicant / Contractor / Agent Date August 01, 2019 Page 2 of 2 � RECEIVED Miami Shores Village -� 23 lie, Building Department JUL 2 5 20 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �� Tel: (305) 795-2204 Fax: (305) 756-8972 1 INSPECTION LINE PHONE NUMBER. (305) 762-4949 �► FBC 2��7 BUILDING Master Permit NoVg's-Ql ^ I -1-707 PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 69 NE 99th Street City' Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-1200 Is the Building Historically Designated: Yes NO x Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Tim Crutchfield Phone#: 786-210-7573 Address:69 NE 99th St City: Miami Shores State: FL. Zip: 33138 Tenant/Lessee Name: Phone#: Email: thcrutch@gmail.com CONTRACTOR: Company Name: C 11 i (. ) r. ' Phone#: Address: [ 4 76 w 6 Tom-{ 1 E k (Z City: E] a 0" State: 1 Zip: 31; cs� Qualifier Name: .xoS(; &MI n N ► o ZM45 A Phone#: 1& 119 % l;1 �4 State Certification or Registration #: C"' Cx ,r /s5' ;?a6s Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Lon Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration El New ■❑ Repair/Replace Description of o • Replace exterio r to storage room. p '� S3A3132Qii �'� 8QB8E£ as N noizr.Immo:) ; ❑ Demolition J�'vZn,1-7 h/S-T Z - I'35 7 Submittal Fee $ Permit Fee $ CCF $ k CO/CC$ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ 4 — Slip cm 1 TOTAL FEE NOW DUE $ Ti V •-" (Revised02/24/2014) ^� ,( i Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign OWNER or AGENT The foregoing instrument was acknowledged before me this --�_ day of ` 20 1 by 1.ii�}�( �1% I-CJC` who is persnnnnall�iown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The fore 'ng instrument was acknowledged before me this 6/1 day of 20/� by j who is personally known to me of who has' oduced identii ationand ho did take an oath. NOTARY rfl, j� '_I I � i k Sign: Seal: ***************** APPROVED BY (Revised02/24/2014) Seal: mission • GG Commission as � Notary Public Stalls d Fiords +► Yvette Bobillo My Cqmrpission GG 198494 **re d1***************************************************************** Plans Examiner Zoning / t 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 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name r \ •� WS JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 5/20/2019 PERSON: JOSE A LOSA SR FEIN: 800429597 BUSINESS NAME AND ADDRESS: CAIBAI CONSTRUCTION LLC 10876 SW 24TH TERRACE MIAMI, FL 33165 SCOPE OF BUSINESS OR TRADE: Licensed General Contractor EXPIRATION DATE: 5/19/2021 EMAIL: JOELOSASR@BELLSOUTH.NET IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 CAIBAI CONSTRUCTION LLC 10876 SW 24TH TER, MIAMI, FL 33165 CGC058065 Date: n/ 27 11q State of Florida County of Miami Dade Before me this day personally appeared Losa, Jose Antonio Jr who, being duly sworn deposes and says: That he will be the only person working on the project located at: 69 &egg s �1 kn(S Jose Antonio Jr Affirmed and subscribed before me this day of 120 bytitle ROSE JEREZ ` Notary_ Public -State of Florida o issibn 0 GG 338996 y ommission Z023 Expires •Personally knokv OR Produced Identification Type of Identification Produced. Print, Type or Stamp Name of Notary Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to uwnef — VVOf KefS_ %.#ompen5axion m5ufance GXemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: czz Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this -a' t day of �,)k�P� , 20 1 `1 By I t(Y1 ClrU-__hr-icld who is personally known to me or has produced as identification. Notary: NOWY Public Stela of Florida Yvette Bobillo MY Commission GG 18B4W SEAL: ►o a EJ'P'r*s04IM2022 eq0 0 0 z o< m z -766 &k Q- kq RECEIVED JUL 2 5 2019 49OW �2 : - I er ai C it and rionoa tsuilaing 1-oae unune BCIS Home Log In User Registration Hot Topics jril ! -.. rylit� r Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search =1 . pr Product Approval { USER: Public User M Product Approval Menu > Product or FlUplication Search > Auplicatinn List > Application Detail FL # FL22513-R2 Application Type Revision RECEIVED Code Version 2017 Application Status Approved 2 2019 *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by JUL the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International 090000 Address/Phone/Email 1955 Powis Road • • • " •• •••••• • West Chicago, IL 60185 • • • • • ••• • • (800) 663-3667 009000 • •: • • •"; • sschreiber@masonite.com • • •: • • • • • Authorized Signature Steve Schreiber 0000 • • • • • • •. sschreiber@masonite.com •••••• • •• " • ••••• • • • • • •• •• •••• •••••• Technical Representative • • • • •. Address/Phone/Email • • • • • • • • • • Quality Assurance Representative • • • • • • • • Address/Phone/Email • • • • Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/16/2018 Date Validated 04/18/2018 Date Pending FBC Approval httnc-/AAnA1%Af flnrlriahl d irilnn nrn/nr/nr ann &I acnv7nn rnm=%u(:i=\/Xr)%Attnnt(lvthl hie n7AAr)F(hAinhvnn H40/7fdffoQ S A(:c 0/7fv0/7fC 7Xm 9Inn a/ 4ri o/'Arl 1/Z //Za/tv is rionaa rsuiming Looe unime Date Approved 04/24/2018 Summary of Products FL # Model, Number or Name 22513.1 HPC Wood -edge Steel Side -Hinged j Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system is required. Door top rails stamped "HPC". See DWG-MA-FL0212 for details. ................... .......................................... ..........,.,................................................................................................................................ 22513.2 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not See DWG-MA-FL0215 for details. ....... ................................................................ ..... ,required. 513.3 Wood -edge Steel Side -Hinged Door 1 Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-50 Other: Evaluated for use in locations adhering to the Florida I Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design 1 pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See LDWG-MA-FL0215 for details. 22513.4 Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-45 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0215 for details. __._............................................... ........._............. ...... .................................... ............................ ..__............. ....... — Description 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R2 C CAC NI013747.01-Rl.pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II FL0212.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514008.pdf Created by Independent Third Party: Yes ................................................ "I ..... 8'-0" Opaque I/S or O/S Single Door Unit Certification Agency Certificate FL22513 R2 C CAC NI013747.04.pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions • • • • FL22513 R2 II FL0215.,Vf " •••• •••••• Verified By: National Accreditation & Mar&V*megt Institute • • Created by Independent TIy"12.4ty: • • • i Evaluation Reports • FL22513 R2 AE 514009*pdT' • • • • • • • Created by Independent ViF&%ty: Yet • • • • • • ....... ........ •.�. •• 8'-0" Opaque I/S Single ofOb8M@ Door wl Draw/o Sideli":•• •• •• •••• •••••• .. ....... ......... .... • Certification Agency C4tfCft • • FL22513 RZ C CAC NI0013747.64.pdf • • • • •• i Quality Assurance Contract F.xpiratiorom— • 06/30/2021 • • • • • • • • * Installation Instructions • • ; .49. • • F1_22513 R2 II FL0215. pdf 0000 Verified By: National Accreditation & Management Institute I Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514007.pdf Created by•Independent Third Party: Yes __._._..__._..... _........................................................................ ......I...........__............... 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R2 C CAC NI013747.04,pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II FL0215.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514007.pdf Created by Independent Third Party: Yes 22513.5 Wood -edge Steel Side -Hinged Door 1 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or I Unit w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system is required. See DWG-MA-FL0217 for details. Certification Agency Certificate FL22513 R2._ C CAC_ NI013747 06.:.pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 R2 II FL0217,pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 1`1_22513 R2 AE 51.4007.pdf Created by Independent Third Party: Yes httnc•/AAAAAAfflnririnhidiriinn nrn/nr/nr nnn ritl acnr7nnram=uir:F\/YnikftnntrlvtAlhrnn7ArinF(heif)hvnnH40/7fdffoQC.Arco/7fy017?M7Ym71nno/Zria1'Ali 7/14 If rionaa tsuuamg t✓oae unime 22513.6 i Wood -edge Steel Side -Hinged Door I Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 I Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 3'-0" x 6-8" max nominal size. When impact I resistance is required, hurricane protective system not required. See DWG-MA-FL0211 for details. 22513.7 l Wood -edge Steel Side -Hinged Door Unit .......................................... ......................... ... I ............................ ..................................................................... ..,,.... Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6-8" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0211 for details. .. ................................. — .... .. 22513.8 Wood edge Steel Side Hinged Door Unit ........... .....................I.. ................................. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6-8" max nominal size. When impact resistance is required, hurricane protective system is required. See DWG-MA-FL0214 for details. 6-8" Opaque I/S or O/S Single Door Certification Agency Certificate FL22513 R2 C CAC NI013747-RI..pdf i Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL2251.3 R2 II FLO211.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514010.pdf Created by Independent Third Party: Yes 6'-B" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R2 C CAC NI013747-R1.pdf I Quality Assurance Contract Expiration Date 1 06/30/2021 Installation Instructions FL22513 R2 II FL0211.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R2 AE 514008.pdf Created by Independent Third Party: Yes •••• 6-8" 3/4-Lite Glazed I/S or O/S Single or ISOttlbl &Door w/ or • w/o Sidelites •••••• •• •••••• • ter•••• .. .... •... Certification Agency Cer 'Yrte 000000 FL22513 R2 C CAC NIOd Q R1li• •• • Quality Assurance ContrA&*&piratiolh Dot! ••••• 06/30/2021 •••••• • as ••••• • • • • Installation Instructiorv• • • • • • • • 966006, FL22513 R2 II FLQ21�•,• • •• I Verified By: National Acc•editatim & Management Institute • Created by Independent1-hird Party: • 0 0 • •••••• Evaluation Reports • • • • •I FL22513 R2 AE 51400eg4o • •••••• Created by Independent Third Party: Ye9 • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1624 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Cara Safe httnc•/AAnnnArflnrirlahiiilclinn nrn/nr/nr nnn rill acnv7nmrnm=,ei(-F\/Xr)%Attnritrivthlhlen7dR()Fn%AinhvnnH4o/7fdffoQriArco/7fvo/7fC7Xm71nno/'2rio/'Ari 4/14 NOTICE OF PRODUCT CERTIFICATION -.. �eC•�j. Company: Masonite International Corporation Certification No.: NI013747-RI 1955 Powis Road Certification Date: 06/08/2017 i �* 'Vest Chicago, IL 60185 Expiration Date: 06/30/2021 Revision Date: 04/13/2018 Product: Wood -Edge Steel Opaque inswing or Outswing Door w/Non-Impact Rated Sidelites (w'/Wood Frame unless noted) Specification: TAS 201/202/203-94 Impact: Large Missile Impact Rated Non -Impact Glazing: Insulating Glass (Tempered) The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at wvvw.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I/S Opaque 3'0" x 6'8" +70/-70 0.0 psf Yes ATLNC 1001.01-13 Single Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 X O/S Opaque 3'0" x 6'8" +70/-70 3.0 pst' Yes ATLNC 1001.01-13/W-185,7 Single 4.5 psf Maximum Panel Size: 3'0" x 6'8" 7.50 psf Anchor Details-DWG-MA-FL0211-17 XX I/S Opaque 6'0" x 6'8" +551-55 0 psf Yes NCTL-210-2930-1 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-1 7 XX O/S Opaque 6'0" x 6'8" +55/-55 3.0 psf' Yes NCTL-210-2930-1 Double 4.5 psf' Maximum Panel Size: 3'0" x 6'8" 7.50 psf' Anchor Details-DWG-MA-FL0211-17 XO/OX I/S Opaque Door 6'0" x 6'8" +551-55 0 psf Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 XO/OX O/S Opaque Door 6'0" x 6'8" +55/-55 3.0 psf' NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" 7.50psf' Anchor Details-DWG-MA-FL0211-17 OXO I/S Opaque Door 910" x 6'8" +55/-55 0 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'S" /Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-1`1_0211-17 OXO O/S Opaque Door 9'0" x 6'8" +551-55 3.0 psf Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size: 3'0" x 6'8" iSidelite: 3'0" x 6'8" 7.50 Anchor Detail;-DWID-MA-FL0211-17 • . .. psf' OXXO . I/S (:paDu4D:or: 12'4" x 6'8" +551-55 0 psf Door -Yes NCTL 210-N30-1 Double w/Sidelites ' • • • • •Giza . is ite • L Sidelites-No Maximum Panel Size: 3'0" x 6'8" /Sidelite: 3'0" x 6'8" • • . • - . Anchor Details-DWG-MA-Ft_0211-17 OXXO •' 696,Opaque Door 12'4" x 6'8" +55/-55 3.0 psf Door -Yes NC,rI 210-2930-1 Double w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size: 3'0" x 6 8" iSidelite:','0" x 6'8" .. • • • 7.50 psC Anchor Details-DWG-MA-FL0211-17 I -Denotes Bumper Outs" inR Thresh Od 2-WRotA! 7.-Sl;r es Outssrir�g Tire4hold 3-Hi-Dam Outsscing Threshold 4-Pro T4 Threshold 5-HP Outsssing Threshold Vatior;al Acc�lijaQofi &ONIM3 Bement Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 • • •' ' 000 • Tel: (804) 684-5124/Fax: (804) 684-5122 • NAMI AUTHORIZED SIGNATURE: //�� Ln 00 )l l MASONIT[, 149' MAX. OVERALL FRAME WIDTH c O p WOOD EDGE STEEL DOOR UNIT 2 i " MAX 36.375" MAX. Lo -- D.L.O. PANEL WIDTH - 37.5" MAX. O 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES W/ASTRAGAL I FRAME WIDTH O fY J §i • I o NRNOTS ® ® I O I. EVALUATED FOR USE IN LOCATIONS ADHERING TO ® a THEFLORIDA BUILDING CODE AND WHERE PRESSURE i _ REQUIREMEIREME NTS AS DETERMINED BYASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, _ DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ;� 'Lu L U 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON ro ( O Q� OPAQUE PANELS, BUT IS REWIRED ON GLAZED SIDELITES. ^ .- Ll) 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION. U OLLI EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), j HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE _ -'� ! _W PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED �.,, ON PANELS WITH NON -IMPACT GLASS. Cd 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. i 5. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME ' SELF IGNITION TEMP I ASTM D1929 842 'F > 650 'F d RATE OF BURNING ASTM D635 1.28 IN IND 0 1 DENSITYSMOKE 3 Z TENSILE STRENGTH' ASTM D638t SXDIFF 3 "' a; � COMPARATIVE TENSILE STRENGTH AFTER WEATHERING � ) � o 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W/SIDELI7ES -� CON610 MAR WI X • 0 27.- OX or 75 + OXO 112.5 1 OXXO 149 • • • !DE!lGtPFtSSURE RATING WHERE WATER INFILTRATION PERFORMANCE I REQUIRED TO BE 15% OF DESIGN PRESSURE Sill" 6 OUTSwiNG INSWING BUMPER O S Z-SERIES O S I HIGH DAM 0 4 0 S HP BUMP 0 S Illvo'9• -]0.0 44Y0.0 -70.0 N A +20.0 -20.0 +30.0 -30.0 I +50.0 4 -50.0 1 +50. -50.0 +50.0 -50.0 5� - .00 55.0 NA +20 .+0 0-30.0 500 -500 N A A NN ++5.00 5 + 50 -55.0 N + 3000 +50500 A A +. -5 .0 +5 .0 -55.0 0.0 +30.0 ' -30.0 +50.0 -50-0 N A N A I +5 .0 -55.0 +55.0 -55.0 N/A 1 +20.0 -20.0 1 +30.0 . -30.0 + .0 . -50.0 N/A N A •• ••• • • • TABLE OF COPITENT%. • •• • DESCRIPTILW 0 • • • • • • • Aftnin to NM RMAOMWor Dell ris • • go • • • • • • • • •• •: •0• 000 �• •• r ;e ,eqDWG. N.T.S. BY: sws cw. BY.. KURT BALTHAZOR DRAWING No.: FLORIDA P.E. #56533 DWG-MA-FLO211-1 SHEET 1 OF 3 6' SEE DETAIL %— 6" ' i 3 J I r c 3' I 3• .E. s 3" 3 H 3, ') f' 3", SEE DETAIL .C. l I I 1 6' 6" e" 6 I I I Ti. w a _ a rn 8 (� 9 8 0 Z — 6. 6' 6' 3' — 6" _ a 3" —7 f #8x2" #8 x 2" 0 3" _ L 1-16" Y 3• 3' SEE DETAIL 7 'F' #10 x 5/8" #10 x 5/8" #10 x 2-1/2" #10 x 1" #10 x 1" #10 x 5/8'" DETAIL I w � U a SEE DETAIL J .D' �.JI. Ilm W II 'r " 2 — II ui i :ail #8 x 2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 6" EE DETAIL C' 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL cc 1 �o0 J Q Z J Z LnQ W C CL LOU Cn � ui ui DETAIL "D" 1.375' TT INSWING THRESHOLD I. 1.482" 0.962" • • • • • • • •• • . . . f�i.i.1�iPE�:O;S :TMRESH• L • —•—�� • • .1t " •.C47" . • 1 •t•437" T • •T4 OJS THRESHOLD • • •--- • i.43•/iDWc. • 0 • FT-T� HOT MELT EI ASfONER \� / /6 X 1-1/2' PHS f HOT MELT 1/2' BITE OIDWM FLASTOMER '`..�•�� Dam .. '•' INTERIOR TYPICAL GLAZING DETAIL V o o Z I ¢ DATE: 5 26117 SGUE N.T.S. BY: SWS GHK. BY: T • ; T • ' • • .' • • •T• NON —IMPACT GLASS DR DWG- G- MA-F L02t t-17 • Z—SERIES O/S THRESHOLD • RIGH' UAM 0 'Se THRESHOL:[ • H'P 0 ! `S THRESHOLD • • A SHEET __L OF .3 • • • • • • • • • • • • • • • • • ••••• SEE DETAIL "C" SHT. 2 3• 0 N in Q W a SEE DETAIL � V) 'D" SHT. 2 1 0 I d W I W /J 6 v G 110 3, i ATTACHMENT DETAIL i 25. t �' MIN O t. _ 0.25' 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOAAS, PE SHIM (FLORIDA #62514) WITH THE LOWEST (LEAST) �L _I FASTENER RATING FROM THE DIFFERENT FASTENERS ; BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". •• ••• • • • • • •• 2. THE WOOD SCREW SINGLE SHEAR! D%l;N:V&UtS:CO•ME FROM ANSI/AF&PA NDA FOR S(%THERW:PI#IELIlMBE %DD AC.HEIVEMENT OF 1-1/2" MINIMUM EMBEDMENJ: 'fWi 1•AJ'tOl MUSTP ACHIEVE MINIMUM EMBEDMENT OF •-�— 1 jj4 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY, TO TRANSFER LOADS TO STRYCXJRE. ••• ••; • • • 4. MINIMUM DESIGN VALUP-5jREjGTH.O%ANQlr0RS• 155•LBS.0.• • • • • • • • TYPICAL MASONRY ANCHOR INSTALLATION 6" —{ 6' 1 3- " 3- 3-, I 1 1 31 � � I 6" 6- III I ic — — wo as !' J O W W 8 I II it II _ II I t f •i 3,i 6' 6" HARDWA 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1"X1/2- CORRUGATED /10X2" WOOD SCREW 3' FROM EACH END 6" FROM EACH END AND 7" OC AND 12' OC { RyL AICATEX CAULK TI ACLA C f i CAULK CL WOODf 1.50" CMU BLIONION (BOXED) WON OOD I (BOXED) MIN _ 25" SHIM CL-1 �— TYPICAL WOOD BUCK ANCHOR INSTALLATION (3WO D SCREWS` EACH END • I INTEGRAL WOOD MULLION (CHS) ftiwIdw toWlM ReMw1AErNL- ow Ear T�7ia '� N.T.S. BY: SINS BY: NO NO.: -MA-FLO21I- 3 Or 3 • L: Roberto Lomas P.E. 1432 Woodford Rd Manufacturer: Masonite Lewisville, NC 27023 Report #: 514010 434-688-0609 Date: 05/01 /2017 rllomasna lrlomaspe.com Test Report: N/A Product: Single door Tx 6'8" (Wood Frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply With requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 3 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NOS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce -Pine -Fir (G=0.42) Side member thickness: t, = 1.000 in Main member thickness: t = 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1m = 1.140 in Mode I. Mode I, Mode II Mode III Mode III, Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014 P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 8: 0.5 B: 0.000 KD = 2.400 KD = 2.400 C:-427.67 C:-253.62 C: -267.7 C: -93.6 Z„= 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs KD = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs KD = 2.400 KD = 2.400 KD = 2.400 Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCD): Z.= ITS Ibs/anchor Solid members w/ 3 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Steel strap/clip Side member thickness: t,= 1.000 in Main member thickness: tm= 0.048 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F,,, = 61,850 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1m = 1.140 in Mode I Mode I. Mode II Mode III Mode III, Mode IV qm = 11752 Ibs/in qs = 884 Ibs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P = 13397 Ibs P = 884 Ibs B: 1.07 B: 0.57 8: 0.5 B: 0.000 KD = 2.400 KD = 2.400 C:-4038.9 C:-3864.9 C: -267.7 C: -93.6 Z„= 5582 Ibs Z,= 368 Ibs P = 2287 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs KD = 2.400 P = 2126 Ibs P = 420 Ibs P = 392 Ibs Min. Design value: Z= 163 Ibs Z= 953 Ibs KD = 2.400 KD = 2.400 KD = 2.400 Duration Factor: CD = 1.6 Z= 886 Ibs Z= 175 Ibs Z= *%a Ibs Allowable Design Value 2Co): Z. = 262 Ibs/anchor • • • • • • • • Fastener type: 1/4" ITW Tapcon N.O.A. 16-1222.06 • • • • • • • Substrate: Hollow block Minimum embedment: • • 1.25 in • • • • • 649400 Edge distance: 4.00 in Tabulated shear design value: Z = 202 Ibs • • • • Edge distance: 2.00 in Tabulated shear design value: Z = 161 Ibs • • • • • • : • • • • + • • • • Actual edge distance: 2.50 in Reduction factor: 0.85 • • \t 1+0004* Spacing: 4.00 in Tabulated shear design value: Z = 202 Ibs `�\ L� • • �/• • • • Spacing: 2.00 in Tabulated shear design value: Z = 164 Ibs • • • ^V�fj Actual spacing: 3.00 in Reduction factor: 0.91 • ��� ♦ \ 4 0' • `(P // - G Allowable Design Value WAO: Z"= Minimum anchor capacity: 155 Ibs/anchor 155 Ibs/anchor •-A • •! • •• r_ • •• O0. • •±• • • •• = • .V 4�•• Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. • 1;210 TA a (r �- • /� 1 • f r �� 0696 Anchor calculations, minimum required anchors , • �, •• 36.38 Design pressure: 85.0 psf - OR YA2 79.25 1 of 2 Max. Anchor Area toad Ind Cap. Q� Load Zone z (ft) (Ibs) (in) O.C. Result (in) (Ibs) (Ibs) A, 2.3 195 N/A N/A 155 2 98 OK A2 7.7 656 6.00 18.00 155 5 131 OK /ONAI.`?���� Luis R. Lomas P.E. FL No.: 62514 5/2/2017 ' L: Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514010 434-688-0609 Date: 05101 /2017 rllomas anlrlomaspe.com Anchor Locations: 79.25 36.38 78.79 6.00 TYp. 6.00 TYP. 1 6.00 f 13.45 MAX. O.C. i 6.00 Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 2of2 Luis R. Lomas P.E. FL No.: 62514 5/2/2017 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 * Fax; (305)756-8972 2/17/2016 Current Owner 69 NE 99 Street Miami Shores, FL 33138 Permit: WS-7-12-1397 Address: 69 NE 99 Street Miami Shores FL 33138 Date Expired: 2/1/2013 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, (b 141 %e I ( N.0 Ismael Naranjo (CBO) Building Director Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 �BU LDING PERMIT APPLICATION JUL 2,^ - 2012 FBC 20 Permit No. 2 Master Permit No. Permit Type: BU�ILDING ROOFING JOB ADDRESS: � I '&6 t? q'4, City: Miami Shores County: Miami Dade Zip: �3-31 J Folio/Parcel#: Is the Building Historically Designated: Yes NO v Flood Zone: /4��l% OWNER: Name (Fee Simple Titleholder):_ —7;;;, 1ei,� e 6/ Phone#: Address: I -`a • AW City: / A/L /"u �f State: Tenant/Lessee Name: -- Email CONTRACTOR: Company Name: Address: City: Qualifier Name: State Certification or Registration #: tate: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Certificate of Competency #: Value of Work for this Permit: $ l/' f% Square/Linear Footage of Work:} Type of Work: ❑Additionn ❑Alteration ❑New Etepair/Replace t ❑Demolition Description of Work: 1�D ��(. P. UU/(�. �•-j� f� l'/�ylj►.� ` 4 Color thru tile: Submittal Fee $ Permit Fee $ � l CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ DBPR $ Bond $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ` Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 Owner or Agent Signature Contractor The f goi instrument was know ge before me this he foregoing instrument was acknowledged before me this_ day o , 201a, byay of , 20 _, by who is erso(n�a �y,knnown to me or who has roduced who is personally known to me or who has produced �Jq� 11 —I-`-0 & identification and who did take an oath. as identification and who did take an oath. Sign Print My( NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY \J& 71Z 71 Z' Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) 3 3*8•1S 66 a� . 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Z P mat / ard S'71f'�3► 04/09/2012 - F:\01 Project Files\_2010-MPS\400 Wind 10-400 Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD11 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 4 Roof Tributa Area Ft Height SO 15 20 25 30 50 -51.1 -49.9 -49.0 -48.3 -47.7 -4 . 2 0 -15 ft +47.1 +45.9 +45.0 +44.3 +43.8 + - -51.8 -50.6 -49.7 -49.0 ASS -4 . .1 16 ft +47.8 +46.5 +45.6 +44.9 +44.4 + 3.1 -52.5 -51.2 -50.3 -49.6 -49.0 -48. .4 17 ft +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 3.3 -53.1 -51.8 -50.9 -50.2 -49.6 1*94 laft +49.0 +47.7 +46.8 +46.0 +45.5 .0 W..9 + .8 -53.7 -52.4 -51.5 -50.8 -50.2 -49 19 ft +49.5 1 +48.2 1 +47.3 +46.6 +46.0 1 +45.5 +45.1 +44.7 +44.3 -54.3 -53.0 -52.0 -51.3 -50.7 -50.2 -49.8 -49.4 A9.1 20 ft +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 1 +45.2 +44.8 -54.9 -53.5 -52.6 -51.9 -51.3 -50.7 -50.3 -49.9 -49.6 21 R +50.6 +49.2 +48.3 +47.6 +47.0 +46.5 +46.0 +45.6 +45.3 _55.4 -54.1 -53.1 -52.4 -51.8 -51.2 -50.8 -50.4 -50.1 22 ft +51.1 +49.7 +48.8 +48.0 +47.4 +46.9 +46.5 +46.1 +45.7 _55.9 -54.6 -53.6 -52.9 -52.2 -51.7 -51.3 -50.9 -50.5 23 ft +51.6 1 +50.2 1 +49.2 +48.5 1 +47.9 1 +47.4 +46.9 +46.5 +46.2 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.7 -51.3 -51.0 24 ft +52.0 +50.6 +49.7 +48.9 +48.3 +47.8 +47.3 +46.9 +46.6 -56.9 -55.5 -54.6 -53.8 -53.2 -52.6 -52.2 -51.8 -51.4 25 ft +S2.5 +51.1 +50.1 +49.3 +48.7 +48.2 +47.7 +47.3 +47.0 -57.4 -56.0 -55.0 -54.2 -53.6 -53.1 -52.6 -52.2 -51.9 26 ft +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 -57.8 -56.4 -55.4 -54.7 -54.0 -53.5 -53.0 -52.6 -52.3 27 ft +53.3 1 +51.9 1 +50.9 +50.2 1 +49.5 +49.0 +48.5 +48.1 +47.7 -58.3 -56.9 -55.9r55. -54.5 -53.9 -53.4 28 k +53.7 +52.3 +51.3 +49.9 + 5 -58.7 -57.3 -56.3 -54.9 -5 .1 29 ft +54.1 +52.7 +51.7503+30 -59.1 -57.7 -56.7 -55.2- ft 54.5 +53.1 +52.1 +50.6 + 9.232ft _6p'0 -58.5 -57.5 -56.0 -5 . +55.3 1 +53.8 1 +52.8 +52.0 +51.3 +50.8 +50. 9.5 -59.6 -58.6 _57.7 -57.1 35 ft +54.8 +53.8 +53.0 +52.3 + -61.3 -60.2 -59.4 -58.7 -58 40 ft ti +56.4 +55.3 +S4.5 +53.8 +S3.2 +52.7 +52.3 +51.9 -62.8 -61.7 -60.9 -60.2 -59.6 -59.1 -58.6 -58.2 45 ft +57.8 +56.7 +55.8 +55.1 +54 5 +54.0 +53.6 +53.2 3. .j� - 1.5• -i0.9 -60.4 -59.9 -59.5 50 ft •60.7 +59.4 +56.0 A7.P +56.0 +95 8 +55.2 +54.8 +54.4 4. 3.s -62. -62.1 -61.6 -61.1 -60.7 55 ft t•91.9 000.9 +591 +58..3 AT +56.4 +55.9 +55.5 -68.4 -66.8 -65.6 -64.7 -63.9 -63.3 -62.7 -62.3 -61.8 60 ft 1 +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 +56.9 +56.5 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 5 Roof Tributa Area S Ft ;Veight 10 15 20 25 30 35 40 1 45 1 50 -63.1 -60.6 -58.8 -57.5 -56.4 -55.4 -54.6 -53.9 -53.2 0 -15 k +47.1 +45.9 +45.0 +44.3 +43.8 +43.3 +42.9 +42.5 +42.2 -64.0 -61A -59.7 -58.3 -S7.1 -56.2 -55.3 -54.6 -54.0 16 k +47.8 +46.5 +45.6 +44.9 +44.4 +43.9 +43.5 +43.1 +42.8 -64.8 -62.2 -60.4 -59.0 -57.9 -56.9 -56.1 -5S.3 -54.7 17 ft +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0 +43.6 +43.3 is-65.6 -63.0 -61.1 -59.7 -58.6 -57.6 -56.7 -56.0 -55.3 +49.0 +47.7 +46.8 +46.0 +45.5 +45.0 +44.6 +44.2 +43.8 '66.3 -63.7 -61.8 -60.4 -59.2 -58.2 -57.4 -56.6 -55.9 19 ft +49.5 +48.2 +47.3 +46.6 +46.0 +45.5 +45.1 +44.7 +44.3 -67.0 -64.4 -62.5 -61.1 -59.9 -58.9 -59.0 -57.2 -S6.6 20 ft +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 -67.7 -65.1 -63.2 -61.7 -60.5 -57.8 - 77.1 21 ft +50.6 +49.2 +48.3 + +4 . +45.3 -68.4 -65.7 -63.8 - .2 .4 -57.7 22 It +51.1 +49.7 +48.8 + _ .! 6.1 +4S.7 -69.0 -66.3 -64.4 - .6 - 7= 9.0 -58.2 23 ft +51.6 +50.2 +49.2 + 4j7.4 +46.2 -69.7 -66.9 -65.0 -6 . .3 - -58.8 24 ft +52.0 +50.6 +49.7 +48.9 +48. 7.3 +46.9 +46.6 25 ft -70.3 -67.5 -65.5 9.3 +52.5 +51.1 +50.1 .3 + .7 7.0 -70.8 -68.0 -66.1 -64 .5 -59.8 26 ft +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 -71.4 -68.6 -66.6 -65.1 -63.8 -62.7 -61.8 -61.0 -60.2 27 ft +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 1 +48.1 +47.7 -72.0 -69.1 -67.1 -65.6 -64.3 -63.2 -62.3 -61.4 760.7 8 It +53.7 +52.3 +51.3 +50.5 +49.9 +49.4 +48.9 +48.5 +48.1 -72.5 -69.6 -67.6 -66.0 -64.8 -63.7 -62.7 -61.9 -61.2 29 ft +54.1 1 +52.7 +51.7 +50.9 +50.3 +49.7 +49.3 +48.8 +48.5 -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.2 -62.3 -61.6 30 ft +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 1 +48.8 -71.1 -69.0 -67.4 -66.1 -65.0 -64.0 -63.2 -62.4 32 ft +55.3 +55.3 +53.8 +52.8 +52.0 +51.3 1 +50.8 +50.3 1 +49.9 +49.5 -75.4 -72.4 -70.3 -68.7 -67.4 -66.2 -65.3 -64.4 -63.6 +56.3 +54.8 +53.8 +53.0 +52.3 +51.7 +51.2 +50.8 +50.4 ' y40 '77.6 -74.5 -72.3 -70.7 -69.3 -68.1 -67.1 -66.2 -65.4 ft +57.9 1 +56.4 +55.3 +54.5 +53.8 +53.2 +52.7 +52.3 +51.9 -79.5 -76.4 -74.2 -72.4 _71.0 -69.8 -68.8 767.9 -67.1 45 ft +59.4 +57.8 +56.7 +55.8 1 +55.1 +54.5 +54.0 +53.6 +53.2 -81.3 -78.1 -75.8 -74.1 -72.6 -71.4 .70.4 -69.4 -68.6 50 ft +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 -82.9 -79.7 -77.4 -75.6 -74.1 -72.9 -71.8 -70.9 -70.0 55 ft +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 -84.5 -81.1 -78.8 -77.0 -75.5 -74.2 -73.1 -72.1 -71.3 60 k +63.1 +61.4 +60.2 +59.3 +58.6 +58.0 +57.4 1 +56.9 +56.5 WIND VELOCITY = 175 MPH I MRH <_ 601 EXPOSURE ICI BASED ON Kd = 1.0 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRWMY WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO ITH THESE TABLES. 2. TABLES VALID ROOF HEIGHTAS LIMITED ABOVE. 3.TABLES VALID F. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHAINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFT.5. ALWAYS ROUNDLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THEOP NING IN QUESTION (HEIGHT ` WIDTH) OR THE SPAN LENGTH (N EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP GT JiG a ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- L Eit RAL MULLS. IF THE TRIBUTARY AREA OF AN OPE CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH SH D, E GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALTTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CDR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LIST E N NO VERIFIED BY THE GOVERNING BUILDING DEPARTM LDE RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE D 5. THIS SPECIFICA I ER ANY PRODUCT APPROVED CERTIFICATION. RE R MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE TIO N QMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T V Y O CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL O TEM ORDINANCES. 7. NO CERTIFICATIO I ITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAS1[M1k7dJ9PnDM hbWUM4REQUIRED. EAK ROOF IS NSION ON OR 3FT (1L�S�1 QUENTAEIGHT DIMECHEVER AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFMEAN ROOF HEIGHT 5 1 ® 1 5 aATI N WALL ZONE FIGURES �� RIC • .• ' h S CD $ REMARKS • • INIT•ISSUrb • • DRWN GSS CHKD TSB DATE 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING ` m o> • • • • m m •I y 3 � = ASCE 7-10, CHAPTER 30 �gESrS O g v 7c -n r EV - J TEEFH I HTS GSS TSB 04/09/12 _ C) DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 IDz _ • • • o m 2 1.rn MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 PH: (954) 354 0660 FAX: (954) 354 0443 \ z o D NO o I UMENTI THEPROPERTYOFFRANKI.BENNARDO, • . • A E ANDSHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WR✓!TTER CONSENT OF FRANK L. BENNARDO, P.E. HIGHLIGHTING, OR OTHERA E 7- 1 I z PE ••ALTLRATK)RS�ADORIONS • ® Lrtv WjiKlf�i5 TO A DOCUMENT ARE NOT PERMITTED AND iWWW•ENGEXP.COM I CER7 OF AUTH #9e85 rn I.-' NVAI NUTF n iR rFRnFirennu wo MIAMI-DADE COUNTYsFLORIDA METRO-DADE FLAGLL'R BUILDING I IAMaD M 140 WEST FLAGLER STREET, SUITE 1603 563 BUILDING CODE COMPLIANCE OFFICE (BCCO) M -2901 FLOR[ (3 5) 372- 339 PRODUCT CONTROL DIVISION (305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/bHfl41g&S2& Jeld-Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 9760)< , SCOPE: This NOA is being'issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having,Juhsdiction (AHJ). This NOA shall_ndfbe valid after the date stated below: The Miami -Dade County Product Control Divisioii.(hi 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails;to meet.the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High VelocityHurricane Zone; DESCRIPTION: Series 6*' W/E Outswing Opaque Steel Doors - L.M.I. - w/wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S-2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0"x 6'-8" with and without Non -Impact Sidelites", sheets 1 through 8 of 8, dated 09/1I/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric 8. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city_, state and following statement: Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 Gountyi Florid; *E4 followed:: • by the expiration date may be displayed in advertising literature. If any portion of tIWXOA is disWayed, t,hpn. ; . it shall be done in its entirety. • • • • • • 0• INSPECTION: A copy of this entire NOA shall be provided to the user by the rpnfiftturer�ft.itf distributors and shall be available for inspection at the job site at the request of the Budding Ctfficial. • . ... • 000 .... . This NOA revises and supersedes NOA No. 07-0731.04 and consists of this page.I' ;rid evidepge pgges F, ..... 1 and E-2, as well as approval document mentioned above., • The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • • • • NOA No. 08-101US..: C M16DECOU Expirldion'Date: Mugfist 15, 2012 ' ' Approval Date: D&ei er 12, 2008 1I`n�og Page 1 ' Je_ld='Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S-2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0"x 6'-8" with and without Non -Impact Sidelites", sheets I through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Forced Entry Test, per.PA 202-94 5) Cyclic Wind Pressure, Loading per PA 203-94 6) Large Missile Impact Test, per PA 201-94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02-1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300-02 (Submitted under NOA # 07-073L 04) D. QUALITY ASSURANCE ^1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS - 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07-0731.04) 3. Laboratory addendum letter for Test Report no. CTLA-696W, issued by.Eerdf ied Testing Laboratories, dated 04/11/2002, signed and sealed bgRatiiesh PAL P.E. �'• (Submitted under NOA# 02-121 L18) • ...... .. ...... 4. Laboratory compliance letter for Test Report no. CTLA-696W, issued by Certified' • • Testing Laboratories, dated 11/11/2001, signed and y, sh PiseL P..E. • (Submitted under NOA# 02-1211.18) "" ' " .. .. acme *aeon, PtBr • • • Chle(rpswduet Control Division • • NOA�N4,1P;1015 OS• • • • Expl ration -late: August 15, 20;Z. . • ; ApprAd-date: Degftlbet.12, 2008 E - 1 • 00 Jeld-Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07-0731.04, issued to Jeld-Wen, Inc. (OR) for their Series 11618" WE Outswing Opaque Steel Doors - L.M.I. - w/wo Sidelites — N.I.", approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. • • .�•s � sees•• sees•• •• ••+••• • sees+• • • • •.sees sees •• • • • sees • •• sees• �t • •.• sees• • Jaime LT. Gay on Chief, Produot.Gaatrol D14slon . e . NOA No. 08-10;3A'S• Explrat n DatA0 A Saet 15, 2012 Approval Date: becember 12, 2008 E-2 75• AM OA "" - .875' IYP. 125' JELDEN® Steel r41'NOwnwaw,11OWSE8OUM11G APACraOI7RUMWINB NIMffSQ13M f3XV5* WL OA NEI. Wn w/ZRW'N �•MAX OA PANEL MIDIH 1. IT65 PR°OULT 6 DESIGNED TO COMPLY MEIN NNE CLOW FLOW BUIDRIP CODE AND NO VELOCITY INNPofdNE ZONE %Wr 6ELLIREIEMIS. 2. NOW BLIM BY OTTERS, MUST K AMORED PROPERLY TO TRANSFER LOW TO THE SMX7U E 1 PRODUCT ANCHORS SIA L BE AS LWW AND S WO PER ANCIM LOCAl10N MOW116 OR SRFCOD�rt M BASE WTFJBAL -%1KL BE BEIMOW WILL DRESS4. SEE WE 1 ON IN6 SHEET FOR DESIGN PRES K iMnAM 5. IM PRODUU I= RE MNTER REOIAREMEM FOR UW ZONES. SEE RE DESIGN PRESSLNF CIM EELDN. 6. DOORS ARE IMPACTED AND DO NOT REOIARE IYAMI-OADE APPROVE° RAWT RESISTANT SHUTTERS. 7. MNMI-DADE APPROVED U%V RESISTANT SHLRTERS ARE REOLM FOR SDEIM E SDEUTES AW AN OPTION AND CAN BE USED N A MOLE OR DOW CONF1611NI1IO0i WORM UWATEDWEIEL M MMM b el eere op�aw� &wubrfs 24 ga (0.0701 mk*wn Mtobrees. Gahv*ed Sted A -VS wnnwcod goody - AIDO per AS7M CC with awmgs mfi w yiW sbmgd Fy(aw)-24.000 psL ME1.h.Ewdd wflbnaa wa 1.0 to1.25 ba/d dm*. by JELO-Q9gC i The adW and kmcbw pw4b an cwwbucted Gore 24CA (0.020' min.) plognmed steel. IN koe ehsd bq and bdlaw an bed 90' aw the top and botbm rate. TM tap LVL rd nwawxer 1.67' aide x 1.042' high. TW deell ," rep Is ml tarred 0.O2I' gdw*ad dw Meo - I.tr wide x 121' Mgk The stder at 8n raw sheet an rd rarrned onto ties to- kick we ud PaWs— Fine wp ehle W" meow I.Er x 1.0'. ft fiterior aoriq b Nbd WIN pobwbrene. the two ahnb we ¢nd b Me pobsbr•n. Fhed Ei. r lle sash b aaadveMd Mom 24Cit (MOW min) 9*a* d steel, Ike edger of Ur few AM are beet W awe Be wan ad glad to A. TIe eids0e pwAk are muted to rscwtw ft 00L Eip Gib Framer or the opWW Trrdy-light Frmmsv. (Sw d" 7 ter 9m*q ddok) The Ilts bower we noted w/ OSD OaN compaad on dw exterior. &ME-Qp6lmlcfj0O; TIe ftww an consWebd han Pardwaer Pbw )ants rwsarhng 1.25' wide x 4.5623• deep. TM dw ard,"Ite head jambs an mor6sd and butt AW b Ow side )aria and dWW wM (3) 16GA 2' x 7/16' amwn win siopba lice axis ue a ebndad burp kw Pas tlxeefetd rreeruirg 4.041' der* x 1.O' hVL The Mndeld b ottethrsd b \ Ore /rarre with 3 IWA 2' x 7 16' amen win r 80• MAX OA PANEL HMO 81.25' NAIL OA PRIZE Hwa 37.75' MAX OA FWAE MOM 875' TYP. 36' WX OA PANEL MOM t. Froln no. MAX OA PANEL ITEICNf • 81.25' MAX OA • FRME Iow 0.625• ff . . ... . . . ... .... . ...... . . . . . . . . . . . . . . • 70.25' MAX DA AIA1E 1IIDIH 73' 75• MIRL TV. BAR TIP. f P. PANEL WIM ICI I!I 80' WX OA PANEL N]Wr 81.25• MAX OA FRAME HOW DOUBLE OU1S1M10 MIPACT half DO0 0.75' J 0.625' J U) -075• 107' IMil. OA FRAIE ' WILL .125' .75YIIL TYP. x625• MAX OA BAR TIP. PANEL Win 3r WY OA PANEL MIDIFI 1 IM CAVE cm ACM aAo- MAX r PANEL NOCM 81.25• MAX i • OA FRAME NE IT r • i ca_n_r °Mnya_r, aPACf Law (X) 0.75• J 0.625' OfSIOII PIE.T9MIE RATHG-� MM1FR Ia11M101 �BE1EMf 6 1� 9MAE 600R MlI (X NL M4 lbA) +p,17 ►/ -70 Pd B/110 NOIMIK7 S181RS W!\F oaa INf Px Oq NOB. W70) +51 W -57 W rl/r0 hhNFeltrT soehrts PR,ZIY'CTR-oV15® c: acirlyiwg frith the Flsride ter -tip cot P_.:tsm?lo 1 w •. 15.5' MAX OA •14SIO� M IE WIN • • • A: • .• • • WIC OA D.L.O. A • MOM • •• ••• ••� • • • • • • • �t �1 ••• • I�. • • •• r� 6 • •OA• • ••• 04M 0.1.0. HE1CIii � SPIGLE QUESVINGJPACT N/T low) N/ NOH-rrwcT Q f M YiMFD FROM =0 15.5• MAX OA a SDFIITE FRwE MOTH 14• WX OA }k PANEL MOM M11 6' MAX OA D.I.O. Win 61125• MAX OA OL.O. NDGFR eece Bi' x— / owa n: twit sr S SAFE fik x r . 4 =- F!g P. C % {I7x3 pswwc era.: N sY�v arm. Pre, LLC S-2104 ' err� � = Plwrc 321-690-1786 rare o.wrr, r wa. q aes For 321-690-1769 MT _L OF' j . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... SEE NUIE 4 Wes ON SM 4 4 44 9 4 5 7 1 15 21 4 J4 f 4"'ir~ • • • • • • • SEE NUTE ON SHE 431 • • •• • • • •• • • 000 • • • • • • • SEE 1XA2MM SEET SHEET 7 SEE ND1E 6 /�� � f0 SEE NME 5 ON SHI 4 ON SK.. 4 1 1 SEE DETAL 5 a75' ON SHEET 5 3 HORN A CROSS A APO 1�SIAM FOR REM /26 INE /to x 1' PFH SCREWS ATrACHM THE YPERIII. ASTRAGAL TO THE LNwM WGR 6 AS I'Mom. nom Yw fro moo ! Tw wimm Lp 1.0 , 29. 4.0' S.9 , 13.0: 16.0' R.26.0' 2 SPACING FOR IMI /23 THE is x 1 1/2' PIASCREII 6 AS RUM T0P Bo1mt ► T!T i r. =rE ARM • 10" MI FROM MCH COfMA R. L1N vrc �Y FOR mtiHE •NE•v 3X. Mr. 2601, 3W 520't 63.0'- I SPACING FOR 11p1 /Jt TIE 16G1 x 3/4• BRAD TM AM ATTACFMlG BE oLWM ROM TO TIE SNDETIIE AND MIJ /e INE 16GA X 1' BMW ITMI ME ATiACIMC THE VALAW CAR 1O THE M LION BAR 6Ef(TICAILY. 6 AS MOM TW a BOM rJA"0= R011.25' W FRO EACH CORNER MIN (1) NAIL MD-SPANL ON THE Sffi r 9 MF BOTH 3Ar OIIA M MM h AFAIJO i PAD)• 1.23' FROM EACH END t SDI MXtE EOIWLr ON TIE F1FLA 4. MIEN ATW" TIE SERIF PUTS 10 THE JAM1 AND M USE REM 125, A /B x 2 I/Y MH NOW SCRE1r *a ATE4 MHD THE SDW PLATE-M THE JAID AND SMITE JAID AT INE MILLION USE REAM /24, A IS x 2' PIN WN) SCIELL 5. SPACING FOR REIN /Y5 THE /B x 2 I/2' PFH NOW SCREWS ATiA W THE MM 1oGEM AT INE NEUM 6 AS FOLLON5: &W FROM MCH'IARINGIL CODER WM (4) MORE SCNHENLS EOIi4LY SPACED ON OF FM 0. THE SM)EL11E PANEL 6 SET3MED XM T1E'SDEIJIE; JW. w/ REM /29' SLMAIE CW ON THREE SIDES AND 3/8' OIWRER RoLow SECURED NIM REM.131-HNM TRY MILS i'3/4' LOW. 7. NTEII ATM" THE RAW 10 THE JAMB AW'B= USE M31 /27., A /10 x 2' PFH SCREW. MFLN A11AC1MNG THE WM TO HE 4" AND MOM JAMB AT7HE•YIJ<UON'ISE-M /14, A /10 x 1 3/4' PM NOW SCREW. B. SPAM FOR REM /49 THE /6 x I I/2' HANNFAD`SCREw (MMY UTURAW 6 AS FOILONS: SMILE I ur FROM THE TOP 0011Tt yrr• 3.25' M005' =125' 47.56ffi' & 6=5' SDELRE LRETRAIE TOP A• BOTI LL FROM THE IEFT.' CW-0)-SC Er-AT,4.4M-. 9. AUERMLTE CONCRETF/KWW 96TAMIM ANCHDRS.,0E-M 01LDFE:PFIEORINNCE CNARA IERISM CAN BE USED UPON AFPRO K OF THE ARCINIECT OR ENCMW OFr REOQAO. FOR TIE PRauECT OF INSTALIAIIDN. la USE REM /51 MEIN MNST&M NM NOOD SUBSTRATE A1-HFAl1,i dAIMiS USE REM /25 WHEN PSTALLMIG INTO — INN UCN6 USE 1tO1 /16 *EN NSULLND WO CONCRETE SUBSTRAIE AT SCUM SELS w By OTTERS 1 0 FJVERIOR 1.75' WL PANEL INK SEE NOTE 5 ON SHE 4 SEE DETAIL ON SHEET NOTE 3 SHE. 4 .�r����� �xl�l�tii M i a75' SEE G AaNc j DENIMS SHEET 7 pnanucrrvvtiraav � m rid^ Oatr a•L�f. aLn`+C A==�ncxTb _ SEE QAZM DEMM SHEET 7 Ulm SEE MOTE 2© ON SH►. 4 FONT CRO SECTION � \ SEE NOTE 6 oN SHE. 4 SEE am 5 am SHEET 5 Nxr� a2Sw 150' MN. n.w r. r� sup �•� °N#D' rns c•..+ a�.r. a. a PR uc p+r+x.. Writ ss Ffrc dtN-OfHt7M1 ftpr:i in 5-21% .. .. . . . .. .. . . . . . . . . . . . 74.5' MAX OA FT8A IE YDiN • • • • • • • • • • • SEE DETA� � • i • • • • • ONTHSSHE. ••• • ••• ••• 6' TI 12•5: . . . . • • J. np• . • . . . . . •i • • •L • • • •6• TYP. r T1P. 1 1 1 1 III ) Lys• 51 3 1TP T19. Jt' S 5 svm S✓'ACES • 13m, • 1J 55' SEE DM 5 etas' — ON THS SHT. ws< m x OA, vA / FRAE FRAME •I I HEW mm / I _ Ji• Ja.on- 5d i TIP' TI IYP, ON O9S SHE t6 14 7 9Z SEE NOTE _ \ 1 6 O 4 \ I r70V AM OA A E WWII .............. . r n1 VTmi 6' M. 3' "1 r r M. 3' TtP. -4 i-- 3' TV. � OM 2 - • NE40 !I OE7AE ] - • 7iNE4 U QUAU ASTRAGAL SIRE PLATE ASTRAGAL STRIA RdA ATE MW 10 W k DOOR SOW PLATES ASTRAGAL 3 �d SFIWE RATES TO JA16 r�Y� W..nu' fl.ir 1r.�•s coJN By M.e »rwiW. DES SHr. . g >� [Big! PRp7(Ml REVISED u cmrryl':B with � �� .15' WIL C-Sa9C ON 9EET 4 DEML COWiWAI N ANCHORS a ^• u�o 9-11-1 RON +; >NA k7S win p: ,ry as an am rr.o PtC 1G8 Rww 321-004761 fsc.321-6Y0-1A/ 0rsAmin w . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . r • ••• • ••• • • �'-- --- JOr IMX OA•FRMIE IIMIUN • • • • • ._ .... SEE PETAL Y ON SHEET 5 J' IYP. � D' TYP. 16.11 l 1)P. •• T6P • • • SEE DEUL 4 • SE SHEET 5 J4'�I F--� --4 TIP. r n , • J�141r nP. . TYP. 5 SPACES • 1J.H)5' alas' . Wx. OA FUME HEIGHT r TYP. 3' UYP. �r TIP. r nP. rTIP. SEE wa 3 ON SHEET 5 of DDDR MIN mrl ANCNDR rr:THDAIs WIM) FROM WTOW 1 • •e375, 6' TYP. 31' 5 SPACES • 1J.65 3r l c • i r J7F �; MMDII PRODUCTREVMW r TF032 f w" We Hide g l SEE MAL 4 ON SHEET 5 PRCDt:CTRSVISED c ravT:y;:•;; rAh the F1aW, Asn:� ;cc No IS. D:.isuu SSE DMR ymoff smnm AP Immm ME11ED FROM WIFJ M "` AWm B7: SOON! N.LS on Im ,Ay OK .n S. SAFn r. t ft 413U uc LLC W Mo.: k �r:r. mr FMer 3M 21-M-17M s-2101 i INTERIOR .. .. . . . .. .. . . . . . . . . . . . . . . . . .. . . . .. . . . .. ... .. • 0.125' )AL . . ... . . . . . . . . .. 0. 1 . . . . . . . •.. .. lI I 0.50• —i F^ CLASS 011E SEE NOTE 2 ON SHT. 4 OIX LIFE FRAME ME PANE 1/E' Torm CUSS SPARLECN POLTCOM FP5530 C13 EXTERIOR 0.125' TEMP. GLASS 1. IIi. a75' AIR SPACE CLASS T1YC TO. 125' TEMP. INTERIOR NIERCE>'T GLASS F— 0.50' Srm SPACER GLASS LIRE 50 4 49 ON SHE11 LiALMIG OETAI J TRMMIY LIFE FRAME 1' INSMATED MNU D MUSS LUFOY EU-3007 g �a EXTERIOR aso' Mw LASS TWL. a,25' TL]M' 0250- AIR — J Spy q Q I0.125' Mr. F— Qs0 .25' x .5r CLASS INTERIOR OLASS MRL77fFT � STEEL SPACER 4 SEE NOTE M ON SHE. 4 2 7UTE 1/2' INWARD TEIMEAED GLASS LLMY EU-5007 © FP.O,Arcr�msry 8c]c;�Cui A- s — I RIM 8, Mm c= ^a i AWN sc.e Mrs on xe .a t . CHLW. S SN pr, uc S-2104 ° ° °~° ° ° ° °°° ° °° °=~ ° ~ °° °°° °° ° °° °°° ° °°° ° ° ° MASONRY 5 1.50' BY OTHERS /r MASONRY 1.50 By OTHERS � —_ MAX. MA SHIM I DETAIL 7 0 SNEETg Ai 7:,�- s SEF `z PANEL TW PANEL SEE NOTE 2 GLASS THK. lam _A— A AE EGT **|���������~^��~~^�,~�~~~~,~ | NOD | | NOTE CONCREW MASONRY B"zacci. BY OTHERS |* Fee PRODUCT REVZSED oft as Prepared W. I'm LLC S-2104 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • . • • • 1RnoocrMam 1 6 5 6 3 1 SEE NE 7� �+ ON SEE SHE 4 f 9 4 7 1 �154 ON 99.. 4 :.,,p�a� • 4* 2 4 ••• • ••• • •� + • • • • • •PANEL IM •: SEE OEIAL 5 ON 9EF► 5 • '• oz.1141C H RI iIf ON 911Y WOW 'or OTHM SEE NOT ON SM. SEE A" ON SM SEE OEZAL 5 / •• ON SfEET 5 f31 onERs H RI R I N 02.MAX • SNU 1Aw IM EM ASTRAGAL III OMM (2) =X- 0 WO INTERM O.JY OR r or LO. A7 1GP t omm SEE NOTE , SEE DEAL 1 ON TM 10 1 1 SIEEI HORQONI CROSS S ON A . 71." l� 11 .IL• 41 •�•1-1(1-ih• C^:•�i•; i �� rib a ii:. c •. aas ,� o...:ar�•`•r.�is �I` PR. ILe !Y•s 3f 1-M-170 f4w 9!1-00--im NC 1F-11-01 ALM w x1 mesI SWELLIrlr R �O S-2104 �� DOOR e0nuu RIl 1T 240A (0.0211 SMM on .. .. . . . .. .. . . . . . . . . . . . ODOR O NW Mrs • 1J JW PONDEROSA PRE wow 1OF x 10• LONG Ir 1.50' T--i aw I ASFWAL IRS TW O.J125' L 0K x 9' LONG DOLT. 1 ON TOP, 1 ON WT= 1.02' 0 2mm • ••• • ••. ••• ODOOR t LVL •• • • • •• .•• •• • .•• • . . • •• • • • • • :0. • --I Ir �.'. 1. . • • . •.• • 0.14' asJ• iu, 10 WOW" NOS fi60 45) POLYPROP 41 (�IL6i�lidl`a 1M 11 OM MP BK OL ,1.7175' OK VARES YT1N NAROMWE USED 0 4.00' i MAXO tOdf efnar 15 PfrCER JOINTED PONDEROSA PDE 219' 2 J P1NGfR JOW 4 4{ PONCO091 FEE MOW o.J75• aJx awm MAO --1 1.J7s• ` . IdAl�l.�� � PfE (e1.2s• lout) PRODULT REVISED^ -L PRODUCrntivrsD Br �- rou"CON& Mines Flf low 0 0 LI 0 0 Ox oo9rOlr 7FK s,E>:t I 1. \ 00' ■ - in INSERT Ayad qr. aw LLC ifi.r M0-lm r a xxr Fm 321-100-IM _ S-2f0{ -A- or. 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 l NAME: )Y'� �y �v DATE: Z ADDRESS: C) [ 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���_ 2. 1 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. 1 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 num rs on permits and contracts. Initial 4. 1 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. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 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. • M� Initial 7. 1 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 am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. A Initiar 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. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 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. 1 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.corp/dbpr/pro/cilb/index.htmi Initial I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 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 2E_day of 201_ BCkAt��who was personal) known tome or who has Y Y Produced there License or J ` �'� 1 1 ) Z-as identification. OWNER � CLAUDIA V. LUd1LLu0 ; W P` q ,, Notary Public - State of Florida • : My Comm Expires Sep 23. 2015 Commission # EE 128810 Bonded Through National Nolary Assn.