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CC-18-589Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Parcel Number Permit N©. CC-3-18-589 Permit Type: Commercial Construction Work Classification: Alteration Permit Status: APPROVED Da t+ : 611212018 Expiration: 12/09/2018 Applicant 9999 NE 2 Avenue Miami Shores, FL 33138- 1132060134490 Block: Lot: CITY NATL BNK OF FLA TRU Owner Information Address Phone Cell CITY NATL BNK OF FLA TRU 25 W FLAGLER Street MIAMI FL 33130-1718 25 W FLAGLER Street MIAMI FL 33130-1718 Contractor(s) Phone SAJOR GENERAL CONTRACTOR INC (786)290-1540 Cell Phone Valuation: Total Sq Feet: $ 1,000.00 15 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: CHANGING MECHANICAL ROOM D Stories: Front Setback: Left Setback: Plans Submitted: Yes Certification Date: Bond Return : Scanning: 3 Occupancy Load: Exterior: Rear Setback: Right Setback: Certification Status: Additional Info: Classification: Commercial Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $0.60 $2.25 $2.00 $0.20 $150.00 $90.00 $45.00 $45.00 $45.00 $45.00 $9.00 $0.80 $434.85 Pay Date Pay Type Invoice # CC-3-18-66706 06/12/2018 Credit Card 03/07/2018 Credit Card Amt Paid Amt Due $ 384.85 $ 50.00 $ 50.00 $ 0.00 Available Inspections: i Inspection Type: Window Door Attachment Tie Beam Slab Termite Letter Framing Store Front Attachment Insulation Drywall Screw Fill Cells Columns Final PE Certification Window and Door Buck Ceiling Grid Review Planning Review Electrical Review Building Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Structural Review Structural Review Plumbing Review Mechanical In consideration of the issu ce to me' this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in stri t conformity wi h the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I ass me responsibili y for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, LU BING, ME HANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: Ice th I e ote oing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. rjii tliq the above -named contractor to do the work stated. June 12, 2018 Authorized i re: Owner / Applicant / Contractor / Agent Date Building rtment Copy June 12, 2018 1 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 BUILDING ✓�` S�'1q�Q' 606 PERMIT APPLICATION7°�o • BUILDING ❑ ELECTRIC RECEIVED AR 0 ' 2018 FBC 20 / Master Permit No. 9 -SQ 9 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9999 NE 2nd Avenue City: Miami Shores Folio/Parcel#:11-3206-013-4490 Occupancy Type: PROF. Load: Construction Type: CBS Flood Zone: NO BFE: FFE: County: Miami Dade Zip: NO X Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): AHE REALTY ASSOC. CIO CITY NATL BNK OF FLA TRU phone#: (305) 756-7747 Address: 9999 NE 2ND AVENUE, SUITE City: MIAMI SHORES State: FL Tenant/Lessee Name: N/A Email: JULIOMARTINEZ@SHOREVIEWCENTER.COM Phone#: Zip: 33138 CONTRACTOR: Company Name: SAJOR GENERAL CONTRACTOR Phone#: (786) 290-1540 Address: 18100 ATLANTIC BLVD # 403 City: SUNNY ISLES BEACH State: FL Qualifier Name: JORGE ROJAS Phone#: Zip: 33160 (786) 290-1540 State Certification or Registration #: CGC 1516850 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1000.00 Square/Linear Footage of Work: 15 LN • (: Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace ❑ Demolition Description of Work: CHANGING 411P0 MECHANICAL ROOM DOOR Specify color c .w of color thru tile: �j Submittal Fee $ , Permit Fee $ c`_ /" CCF $ C)' GO CO/CC $ Scanning Fee $ ' CA Radon Fee $ Z - d) DBPR $ � Notary $ "'— Technology Fee $ 6 Training/Education Fee $ Double Fee $ _ 5Lra. Cr7 W�PO . W . p Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 3 4 • 9�J (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lenders Name (if applicable) Mortgage Lender's Address City State 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 con ition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that • copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject t i attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ch occu seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr,ve• and einspection fee will be charged. Signature al. m The foregoing instru as acknowledged before me this The foregoing instrumint was acknowledged before me this 20 / (Y , by , who is personally known to me or who has produced ' � as me or who has produced % 1pi � C'ri as R or AGENT day of 4-//1-Q-C1k JULIO MARTINEZ , 20 l 8 , by , who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: I � � Print: �r�,e//9 T' 5 #2assc7 Signature CONTRACTOR pio day of JORGE ROJAS identification and who did take an oath. NOTARY P Sign: Print: LIC: • J Q Le /'S c ' %aY Pnq PtIn IAISEAU Seal: S • c' `�pr ► � MARIAT GR�SO * * MY COMMISSION # FF 103507 ' •� MY COMMISSION IIFF 231886 a n EXPIRES: March 18, 2018 * ii * %rk• o0 BondedThruBud Budget Services EXPIRES: May�17, 2019 of 9 rY *************** s iMIY$Igptl%R�r4igin********s*************************************r*** ***************** APPROVED BY (Revised02/24/2014) Plans Examiner Zoning Structural Review Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption 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: 1. 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; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. 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 o ubcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to wrk o y project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insuran' e cover&& . from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YO CKN o WLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this . 'day of ,bi2.,1.)G -t% , 20 1 By J 0110 , ► , .f 4 i1e�2 who is personally known to me or has produced I (. as identification. Notary: v,a.ae4.1.q....(aa.....eig. SEAL: GALE R'7a '•�,; CmCommission # GG 137334 FA I.; Expires November 21, 2021 .ge t? , BondedTMuT>�gfain Insurance 8004854019 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). ement: 2-26-20/( /je /Z.o .5 Qu . ifier/Owner Signature Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: • Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, `width and height), opening d� ign3ressures, and design pressures for, each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter). ❑, Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least I egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. O Require inspections: Buck (if greater than lx), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22t2009;11/17/2014 November 2 -2016 Village of Miami Shores 10050'N. E. Second Avenue Miami Shores Florida '33138-2382 Re: :Lind TruSfNo. 2401-2045:00 -,Miami-ShoreS-Land'rrilk Gentieritert City National Bank of Florida is the Trustee under Land Trust No.2401-2045:00. This letter confirms that AHE Realty Associates, 11:eis the sole Beneficiary of the Land Trust ,and that Alex Ede' lman has the lifter of direction under theTrust• Our records reflect that Mr. Edelman ls'the.'SOle member of AHE Realty Associates, LLC - truly yours, Mario Carballo TrUst, ber Direct Line: 305=577-7294 Fax: 305-577-D5Y E-Mail:- CITY NoT.opm: F:xt. TRusr AS IliUSTEE UNDEK LACETFESAGAmrigisTS INs It AL IjANK 'OF FI '-- INuivIDUALLy,Am NA, , SON:els AND NOT DECREE 8H.Aa EVER v PEKSONAL-JuDG THE smis BL S01-1GD, Pp.„Ork:rrititis iNsTE71: °R 'HANK,j3i, REAsoN, ,,BTAINED ENT. '"t&dbittli.t0Au:ikdAtarksitkiloisfra.us!rs:t6rTnit.SAWMisttOanSdionnsto ox 026820 MIrnI,'FL 331014560 ',citYliatten61.corn!: Member FCHC:1 Equal Housing Lsnd.r io 0-004:NE,2';'') AVENUE;SUITE'305rMIAMI;SHOltEStFLO3T3g/ To Whom -If MY Cniteern:' AleiSderMan; trii,the bWifer,Of AHE D1B1A SlccireVieTv Center; building locatea„at,§-990RE. 10:Ave. Miami gliOres, FL 33I38. thisletteris meant to inform you that as Manager of 4h0review Center, 41i9IVIartinevis-allt49r4eti-t9 make any decisions on my behalf (excluding sale ortransfet-Of ownership of said building). 1.& ncen ex.Edelinari ,aer ofAHET-.Realiy Assodaies, .LLC. DBAISlioreview STATE: FLORIDA !c01.TNITY: MIAMI DADE This instrument was acknowledged befpro-me,bu '''..day,oV5 oartieslisted above. ed'tbe7aetaiarSejifia.Ofbfidernifitation or , , arer-perioninylnown to me „ (SEAL) 1. (Notary'Prieitediiiame) (N6iSkinattire) I.3315114,Toli1601.5.4:4.7.,7544!,,viiy<!.874..195*45,4!:044:5:,3 SAJOR GENERAL CONTRACTOR ..eDate: / State of /0/6/ 0,0- County of Before me this day personally appeared says: who, being duly sworn, deposes and That he or she will be the only person working on the project located at: 9 ,97/0/2 /lug/ 7t-A44i; Swor to (or affirm ) and subscribed before me this -7 day of 470,(--/- . Personally know �^ OR Produced Identification Type of Identification Produced 60"-63 6Te0seecs Print, Type or Stamp Name of Notary ' : 1."'7 MARIA?. GROSSO * MY COMMON t PF 231886 Ti s WIRES: May 17, 2019 , t Braided llw Budget Notary Serbs MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESO BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO Vision'Hollow Metal Limited-1 400 Zenw Blvd., Unit 1 Woodbridge, Ontario L4H 057 SCOPE: 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.>lov/economy This NOA is being issued under the applicable rules and '' :a a :ai' ` .overning the use of construction materials. The documentation submitted has been reviewed and accepted r, iami-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 $roduut Contvot$eation (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have tht product or ' •; . material tested for quality assurance purposes. If this product or material fails to perform in •tivacceptgd jganner, the •. manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify? or suspend the use pf . such product or material within their jurisdiction. RER reserves the right to revoke this acceptddee,• f it is•determined DY• • •: Miami -Dade County Product Control Section that this product or material fails to meet the readitAthents of the, applicable.• .... building code. • . * •: • This product is approved as described herein, and has been designed to comply with the Florida Budding Cott' tncludiixg • • • • • the High Velocity Hurricane Zone. • . • • DESCRIPTION: Series LS18 Outswing Single and -Doable louveredTSteel'Doors-LMI • • • ' •' ... APPROVAL DOCUMENT: Drawing No "S-4114" Rev 2, titled "Series LS 18 Steel Single 8i bodble LatiVeirtil- Outswing -Impact", sheets 1 through 15 of 15, prepared by R. W. Building consultant, Inc., dated 10/29/15 ali'dlast revised on 01-17-18, signed and sealed by Lyndon F. Schmidt, 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 Wall Missile Imp"act Resistant Limitations: 1. Not approved where Air and Water infiltration are required. 2. 8'0" doors must have min 10" stiles and 18" top rail and 10" min bottom rails and 7'0" must have min 6" stiles and top rails with min 10" bottom rails.(See sheets 1 & 2). 3. Double doors with Rim Panic device requires PDQ 9200M removable mullion for installation. 4. Electrical/Electronic function is not part of this approval, such functions to be reviewed and approved by AHJ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Woodbridge, Ontario, Canada, series/model 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 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 # 15-0611.02 and consists of this page 1 and evidence pages 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 OANi ,18=013107> CExpirationDate June 16,=2021)6 Approval Date: March 15, 2018 . Page 1 , Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No "S-4114" Rev 1, titled "Series LS18 Steel Single & Double Louvered-Outswing - Impact", sheets 1 through 13 of 13, prepared by R. W. Building consultant, Inc., dated 06-01-16, signed and sealed by Lyndon F. Schmidt, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : . • . • • • • • • 2) Uniform Static Air Pressure Test, Loading per FBUTA•S 202-9. • • 3) Water Resistance Test, per FBC, TAS 202-94 (wgri.or astragal) 4) Large Missile Impact Test per FBC, TAS 201-94 .... • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203.-94 •: •.. • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 20214 • • • • Along with manufacturer's parts and section drawings of double outswing t e r ed ste8l'de ors (Samples A-1 & D-1, marked by Fenestration Testing Lab, Test Report Nd FTI1-85130 dated 10/22/15, signed and sealed by Idalmis Ortega, P. E. •.• • . . This test report was revised by an addendum letter w/ revised marked -up Dvfgs, Issued by • • Fenestration testing lab, dated Mar 25, 2016, signed by Ms. L. Delgado. .. . 000000 • • • . . • • • . 00000 000000 • • • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC2014 (5th Edition), prepared by R. W. Building Consultant, Inc., dated 11-16-15 and last revised on 05/31/16, signed and sealed by L. F. Schmidt, P. E. D. QUALITY ASSURANCE 1. Miami Dade Department of Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile test report # FTL-871 8, dated 11/04/15per ASTM A-370, prepared by fenestration Testing lab, signed & sealed by Idalmis Ortega, P.E. 2. Notice of Acceptance No. 11-0926.07 issued to Dyplastic Products, LLC (former Apache Products Co) for "EPS-Expanded Polystyrene Insulation", expiring on 01/11/2017. F. STATEMENTS 1. Letter of conformance to FBC 2014 (5th edition) and No Financial interest dated 05/31/16, prepared by R. W. Building Consultant, Inc., signed and sealed by L. F. Schmidt, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal dated 12/03/14 approved by RER. 2. Distributor Agreement between Vision Hollow Metal Ltd., Ontario Canada and Precision Building Products, Florida USA, dated 04/13/15, signed by Nick Siragusa and Jacques Rousseau, respectively, on behalf of their companies. �� t LL .. Ish'aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0131.07 Expiration Date: June 16, 2021 Approval Date: March 15, 2018 E-1 • Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No "S-4114" Rev 2, titled "Series LS 18 Steel Single & Double Louvered-Outswing - Impact", sheets 1 through 15 of 15, prepared by R. W. Building consultant, Inc., dated 10/29/15 and last revised on 01-17-18, signed and sealed by Lyndon F. Schmidt, P.E. ' • • • • Note: This revision 2, consist of FBC code update note only. ▪ • .. • • . • B. TESTS 1. None. ▪ • • • • •.. . C. CALCULATIONS • • • • ...... . 1. None. • . • ...... . ...... • . . . •• D. QUALITY ASSURANCE • .. . 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23. 2 Notice of Acceptance No. 16-1129.05 issued to Dyplast Products, LLC, (Former Apache Product Co.) for "E and R Board Expanded Polystyrene Rigid foam Insulation", expiring on 01/11/22. F. (STATEMENTS 1. "Stat me entfletter of conformarice to-FBC-2017(6t' edition) dated JAN 17, 2018, issued by R. W. Building consultant, Inc., signed and sealed by Lyndon F. Schmidt, P.E. G. OTHER 1.This NOA_ er vises NOA # 15-0611.02 expiring 06/16/2021. E-2 S�hl \ . LL•-,---L. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0131.07 Expiration Date: June 16, 2021 Approval Date: March 15, 2018 Dade County Submittal \NOA 15-0611.02\2017 FBC Re Vision Hollow Metal Limited 400 Zenway Blvd. Unit #1 Woodbridge, ON L4H OS7 LS18 STEEL SINGLE & DOUBLE DOORS LOUVERED OUTS WING "IMPACT' 26.13" MAX. WIDTH 52" MAX OVERALL Ij^ FRAME WIDTH I 26.13' MAX. _ WIDTH U • x POO 6200VA RIM PANIC BAR EXIT DEVICE w/ SURFACE VERTICAL RODS — PDQ CPI IS CYLINDRICAL LOCK B SCHIAGE B660P DEADBOLT 10' MIN. 40" MAX. OVERALL FRAME WIDTH 6' MIN. PDQ 6200R RIM PANICS BAR EXIT DEVICE 47.75 MAX. PANEL WIDTH b z PDQ CPI IS CYLINDRICAL LOCK B. SCHLAGE B660P DEADBOLT TABLE OF CONTENTS TABLE OF CONTENTS SHEET B DESCRIPTION SHEET B DESCRIPTION 2 3 Typical elevation & design pressures General notes & glazed door panel detals Horizontal cross sections 9 10 11 Frame anchoring: X (7'-0" Door) Frame anchoring: XX (7-0" Door) Frame anchoring: X (8'-0" Door) 4 Horizontal doss sections 12 Frame anchoring: XX (8'-0" Door) 5 Horizontal cross sections 13 Hardware details 6 Vertical cross sections 14 Components 7 Vertical cross sections 15 Bill of materials and components 8 Vertical cross sections Fr-PANEL 35.75' MAX. WIDTH 'LC 7-0" DOOR 75.75" MAX. OVERAL FRAME WIDTH ,1 P, x 'J Y' PDQ 62001 RIM PANIC BAR EXIT DEVICE w/ PDQ 9200M-I I REMOVABLE MULLION 100' MAX OVERALL FRAME WIDTH 4 x .Y PDQ 62001 RIM PANIC BAR EXIT DEVICE w/POO 9200M-1murder Iva.? • •.n" nnnR • 7525" MAX OVERALL FRAME WIDTH PDQ 6200VA RIM PANIC BAR EXIT DEVICE w/ SURFACE VERTICAL RODS 2 u 100'MAX.OVERALL FRAME WIDTH f'T u • • v i. I \ C- x x n u • POO 6200VA RIM PANIC BAR EXIT DEVICE w/ SURFACE VERTICAL RODS •• • • S. 4 • • • • • NIT AgPR VED WHERE MATER• RESIVAisIC 16A1R 1 ILTRATI.N 4 ARE REQUI • • • CONFIG MAX. FRAME DW(IRENPPP DESIGN PRESSURE (PSF) PQSRIVjr NEGATIVE fX= :42.QQ3C.9Z75:4 7 F64.O7., :+0.0 _ `6fi.O " .65.0. XX 1Qt .4" X 9,g5"• • : • MLODUCf MINIM is complying Yuding Cod. rie FIaW Acorpta. o No I -0/5 /•07 Ecp@uy One 2021 11>sa� Rork Prodm C•rsr/ u- 0 w (a LS18 STEEL DOOR 0 a PART OR ASSEMBLY: 41 z� oCC wiz J z 12 12 As n N 0 z DATE: 10/29/ 5 SCALE: N.T.S. sec. BY: JK GHK. er: LFS DRAWING NO.: S-4114 SHEET I OF 15 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S. •� • • • S. •• ••• • • 0•• • • n Hollow Metal Permanent\H - Dade County Submittal\NOA 15-O611.02\2017 FBC Revision \5-4114 REV1.dwg, 2.2 GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements for the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as Fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ", this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of this drawing require a one-time product approval from Miami -Dade County. 5. This product does not meet the water infiltration requirements for the "HVHT' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 6. At steel shall be protected as specified in Section 2222.6 of the FBC. O m Z U 2 Z Z Zz z 35.75" MAX PANEL WIDTH 26.13" MAX. WIDTH b 4D LOUVERED DOOR PANEL T-0" Door 6" MIN. O Id Rz P LOCK SEAM EPS FOAM (POLYSTYRENE - 1.0 PCF MIN. DENSITY by DYPL.AST PRODUCTS LLC) L - 47.75' MAX PANEL WIDTH 26.13" MAX. WIDTH L_ INTERIOR EXTERIOR °HORIZONTAL CROSS SECTION (TYP.) 0 p L b HURRICANE / �2� - LOUVER 41 LOUVERED DOOR PANEL 8'-0" Door L7 m 1.7 26.13" FRAME r- WIDTH y 1.06" r-IT1 U_ 0rn • ft6 x 1"OH SELF -DRILLING SMS (rI .) EXTERIOR LOUVER FRAME 1.876" -.{ • • • • • •• • • • • •• • INTL. lu BDUVER S • L f r--• •.m r• HURRICANE WAVER • OUVER�BLA�R�SiCTION 3A (VISION HOLLOW METNI. • • .LAO 5 WEtD6 TdrrRA E • • • • • AT EACH EN: •-• l”hDWC t REVIry)f with the NNW&hoidhs *restore N• IF,�tSl. o/7 c _.4446az ,! 2 ',IIlk t It8sfrrr �,`, e y j p OMm2 L� N n I4 cZ DOOR SKIN (BY VISION HOLLOW METAL) 18GA (0A43"THK. STEEL) (Fy = 54,000 PSI MIN.) 26.13" FRAME WIDTH 12" 1.06" (►YP•) U O. �• N 1.25' INTERIOR LOUVER FRAME 0.04r• •�• • EXTERIOR LOUVER •: • ••FAME • ' •••-i #6 x 1" OH SELF-aRIWNG • SMS (TYP.) .p to SCALE: N.T. S ONO. BY: JK 01K. HY: IFS DRAWING NO.: VERTICAL CROSS SECTION 5-4114 SHEET 2 OF 15 ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • ® 2015 R.W. B R:\Clients\Vision Hollow Metal Permanent\H - Dade County Submittal\NOA 15-0611.02\2017 F8C Revision \S-4114 REV1.dw9, 32 g p �® i\\\\\\\\t\\\\L\ \\\\\14I �WIIIIWYIW 1� Imo: 2-1 /8" MIN. EMB. (IYP.) 1 /4" MAX SHIM (See Note 1) lOHORIZONTAL CROSS SECTION 3 INTERIOR EXTERIOR INTERIOR EXTERIOR SEE APPLICABLE DOOR CONSTRUCTION DETAILS (TYP.) ©® (See Note 1) O 410-m \\\\1 \\\\\\\\ wr— (See Note 1) 1/4"MAX SHIM 3 33 HORIZONTAL CROSS SECTION — cs �mU 1-1/2" MIN. EMB. (IYP.) 1/4" MAX SHIM 22 HORIZONTAL CROSS SECTION 3 #' #-"I,,' " "u, p MOTE ®d erplyl g Miltthe Th4ds lowlevg Owls kr AccepU,ce No I2-n131.67 NQ • • • • • • • • • • • •• ra l•�N� 1 • • • stkwrrr• n.wwared • • • •• • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • S. • • • • • • • • Note: 1. Frame weatherstrip attached w/ #6 X 5/8" PH SMS located • 1 Qom endj P. 8' max!a.c. thereafter. • • • • • • • • • . . • • • • • ,• • . • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • •• • • • •• •• • • ••• • • a LL g Q/ b n b H s N 0 z DATE 10/29/ 5 i SCALE. N.T.S. S. ST: JK OHx. BY LFS DRAWING NO.: S-4114 SHEET 3 or 15 ©1015 R.W. R:\Clients\Vision Hollow Metal Permanent\H - Dade County Submittal \NOA 15-061L02\2017 FBC Revision \S4114 REV1.dwg, 4. Note: 1. Frame weatherstrip attached w/ #6 X 5/8" PH SMS located 7 from ends & 8" max o.c. thereafter. RIM PANIC BAR EXIT DEVICE (PDQ 6200R) SEE APPLICABLE DOOR CONSTRUCTION DETAILS (TYP.) INTERIOR CYUNDRICAL LOCK (PDQ CP115) 1-1/7 MIN. EMB. (TYP.)' 0 HORIZONTAL CROSS SECTION RIM PANIC BAR EXIT DEVICE (PDQ 6200R) (See Note 1 0 u1k LOCK REINFORCEMENT • c.AAAksP r?, 1 /4" MAX SHIM HORIZONTAL CROSS SECTION CYLINDRICAL LOCK (PDQ) EXTERIOR PANIC BAR EXIT DEVICE w/ SURFACE VERTICAL RODS (PDQ 6200VA) • ••• •• • . • • • • • • • • •• PRODuc r REVVED r carol*, MH He Nora roar Car .leer eoreNe I Or3.I.O7 � Lretir Wef 16 ! 1 PANIC BATieE110DEWCEor/ SURFACE VgfT1CAL ROD!(P110 6200VA) • . • •• • •• • ••• •• • • • •• Q y I_1/7MIN. © 1 /4"MAX EMB. (TYP.) SHIM • •� • gdRIZOMIAL CRQStSECTION • N J ART OR ASSE 7_ o Ncr rto ZO U O rCo n b \ � O N O Z WTE: 10/29/ 5 SCALE N.T.S CMG. BY: JK 0 U CHK. BY: LFS 3 DRAWING NO.: S-4114 0 SHEET 4 or 15 L° • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • . • •• • • • • • • •••• ••• • •• • • • • • •••• �• 0 z \Vsion Hollow Metal Pennanent\H - Dade County Subm CYLINDRICAL LOCK (PDQ CP115) PANIC BAR EXIT DEVICE w/ SURFACE VERTICAL RODS (PDQ 621X1VA) INTERIOR EXTERIOR 0 (See ofe 2) (-D HORIZONTAL CROSS SECTION VERTICAL RODS (PDQ 620BAR EXfT DEVICE 0VA) FACE INTERIOR EXTERIOR LOCK REINFORCEMENT REMOVABLE MULLION (PDQ 9200M-11) INTERIOR (See Note 1) EXTERIOR INACTIVE DOOR PDQ93170 FLUSH BOLT (TOP/ BOTTOM) () HORIZONTAL CROSS SECTION PANIC BAR EXIT DEVICE PDQ 6200R) REMOVABLE MULLION(PDQ 9200M-I 1) 3 HORIZONTAL CROSS SECTION 5 CYLINDRICAL LOCK (PDQ G115) w/ DEADBOLT (SCHLAGE B660P) PANIC BAR BUT DEVICE (PDQ 6200R) ••• ••• • • • • • •• ` r • • • • • • • • • • • V..g. ` `� �••VtF- • • • • • • • •NoRs: • • • • • ;A"? 1►dr `r•�eee es." -1. 'TAstracilyl attached to the inactive door w/ 2 rows of #6 x 1" OH Self-Drilflng SMS located @ 2-1 /7, 21.1 /2", 33-1/7, 52-5/8", 64-5/B", 79-5/8" & 92-5/8" from bottom. • • • • • 2. j-rarie weatherstrip attached w/ #6 X 5/8' PH SMS located • • • • • • • • 7' from ends••/. 8" mkt.'mkt.'thereafter. • • •• •• • • • • •• • � � • • • • • I • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • SEE APPLICABLE DOOR CONSTRUCTION DETAILS (TYP.) MRODUC f REV rrrplylgMil the f eda bludiat Cede Acreptasce ItT-13/•07 • Rpireliee Dale c. • • • • • • • • • • • • • • • • • 4100 • • co a a O rn o OW NN Oy O CO CO F N 0 z cc aTe 10/29/ 5 SCALE N.T.S DWG. er: JK CHK. BY: LFS DRAWING NO.: S-4114 SHEET 5 OR 15 n Hollow Metal Permanent\H - Dade County SubmittalNOA 15-0611.02\2017 FBC Revision\5-4114 REV1.dwg, 62 EXTERIOR OVEIMCAL CROSS SECTION SEE APPLICABLE DOOR CONSTRUCTION DETAILS (TYP.) EDGE DIST. (SE ANCHOR CHART) INTERIOR SILICONE EDGE DIST. (SEE ANCHOR CHART) EXTERIOR °VERTICAL CROSS SECTION PANIC BAR EXIT DEVICE WI SURFACE VERTiCAl. RODS (PDQ 6200VA) INTERIOR C)VERT1CAL CROSS SECTION w/ SURFACE VERTICAL RODS • ••• • • • • • • • • • • • • • • •• EXTERIOR •• • • • EDGE DIST. f (SEE ANCHOR • CYAri • • • • • • • •• 0 PANIC BAR EXIT DEVICE w/ SURFACE VERTICAL RODS H (PDQ 6200VA) INTERIOR EDGE DIST. (SEE ANCHOR • CHART) •VERTICALCROOS SZICflON v(( S A E •RTIIALIO • • ••• • • • • ••• •• • • • • • • •• • • • • • •.• • • • . • • • • • • • • • • ••• • • • ••• • • RODUC ( REV18110 imam C.d. 11rW Meroban'r 7 rtl rlr" loft 2 0 SIUCONE FLUSH BOLT (PDQ 93170) w/ 3/4" THROW (See Note 1) FLUSH BOLT GUIDE (Attach w/ #8-32 x 3/4 FH MS, 4 PLCS.) EXTERIOR 11 VERTICAL CROSS SECTION 7 Note: 1. Flush Bolt rebuked w/ Cyindiical Lock & Deadbolt only. R1Clients \Vision Hollow Metal Permanent \H - Dade County Su INTERIOR EXTERIOR SEE APPLICABLE DOOR CONSTRUCTION DETAILS (TYP.) FLUSH BOLT (PDQ 93170) w/ 3/4" THROW (See Note 1) INTERIOR FLUSH BOLT GUIDE (Attach w/ #8-32 x 3/4" RI MS, 4 PLCS.) • THRU FLUSHBOQ • • • • • • • • • • PLATE •ji• • • • • • • EDGE DLSi.• •i • • i EOGEtAIST! • • - (SEE ANCHOR (SEE ANCHCI • • a CHART) CHART) SERMA. CROSSVCM1• • • • • • ••♦ • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • •• • • • • • • • • S. • • • • • • •••• • • • •• •• ••• • • • 000 • • • wloelicr MUM a••pC.d ..w ueArida WatsL7.1 at3/.67 �p•ny. 9p1r. 2- ssd skJr habit AMwl z am C, 0 7 0 re a w J cc 0 O 0 UW 0 C.) U of ✓ <- O U m I, m r \ n o 0 Z DATE 10/29/ 5 SCALE N.T.S DWG. BY: JK CHK. BY: LFS DRAWING No.: S-4114 SHEET 7 or 15 2015 R.W. County Submittal\NOA 15-0611.02\2017 FBC Revision \5-4114 REV1.dwg, 81 SILICONE EXTERIOR Mullion Top Bracket attached w/ (4) 5/16-18 X 5/8" and (2)5/16-18X1-1/2"MS. INTERIOR 11 VERTICAL CROSS SECTION 8 w/ REMOVABLE MUWON (PDQ 9200M-11) EXTERIOR SEE APPLICABLE DOOR CONSTRUCTION DETAILS (TYP.) EDGE DIST. (TYP.) INTERIOR •• VERTICAL CPSS SI ION • w/ REMOVABMI:LION:PDQ9200M-1i) • • • • (NOTE: Outswtng threshold rat st4M for claity4 • Mullion Base Plate • • •• • • • • • • E IPGECIST. • • •nYr) •• u. O •• W O . Mtorwc r YEViflr M complying with ilieThi boding Cock A[cep Ism No /,4-pf3/•a7 Eapirrfw i to ( IG,%/ (4) 1 /4" X 2-1/4' ELCO Ultracon Concrete Anchors Ynpugh my(Iron base gate. Anchors requke a 1-S/4" min.embedruent•1-1 /7' min. o.c. spacing • Zind 24/21r!r•4dts d� ance. • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• S. • •••• S. • •• • ••• •• • • 03 J a NyW O U GN ( Wr i2 U >- U) Z m ID CD �o O Z DATE 10/29/ 5 SCALE N.T.S DWG- BY: JK CHK. BY: LFS DRAWING NO.: S-41 14 SHEET 8 Or 15 0 U a 02015 R.W. R:\Clients\Vision Hollow Metal Permanent\H - Dade County Submittal \NOA 15-0611.02\2017 FBC Revision\5-4114 REV1.dwg. 9.2 40" MAX. OVERALL FRAME WIDTH MASONRY OPENING JAMBS (TYP•) SILL (n'P•) ,1 FRAME ANCHORING �MasonryConstruction Concrete -Anchors 41 WOOD/STEEL STUD FRAMING (BY OTHERS) E 40' MAX. OVERALL FRAME WIDTH 7 OI_''SINGLE DOOR> CONCRETEANCHOR NOTES:'• 1. Concrete screw locations at the comers may be adjusted to maintain a minimum 1' edge distance to mortar kegs. R concrete screw loa.ullao rated as"MAX. O.C.' must be ad)usfed to maintain the minimum edge dMance to mortar joints, additional conaete screws maybe required to ensure the madman on center dimensions not exceeded. 2 Concrete anchor table: ANCHOR TYPE '>: ANCHOR LOCATION ANCHOR SIZE • ... MAl,IUFACR)REIt-:: MIN EDGE: DISTANCE MIN EMBEDMENT ::. CONCRETE ANCHOR SCREW IAMBI 3/C' LDTTAPCON•(nW BUILDER) T 1.1/Y DLL 1/4" ULTRACON•(ELCO) 7.1/2 14/4" CONCRETE SLEEVE 4 ANCNO&- L-� JAMIS �S/f' DYNABOLT SLEEVE ANCHOR• /_ .�'' ! -'• 1.1/1' \ (MN REDHEAD) WOOD STUD STEEL STUD JAMBS gyp.) SLL inv.) L E L HT MAX. O.C. (TYP.) FRAME ANCHORING Wood/Steel Stud PRODUCT' REMO os 0.1117kL with the nodes •• ••• • • • • • •• �G•o 7 • MeeptaueNo lg-O/3/.O • • • *Wiwi Dote • • • • • • • • • • • • • ▪ RIBA•• EMt Owed • ••• • ••• • • • • • • • • • ••• • � • • • ••• • • •••• • • • • • • • • • • • • • • • • • • • • • • • • 0 0 a LS18 STEEL D00R 0 00 X° 0 0 tn re re w 0 z U, 0 Ce Dmt 10/29/ 5 SCALE. N.T.S. DWG. BY JK ow. Br: LFS DRAWING NO.: S-4114 SHEEr 9 or 15 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • © 201 5 R.W. BUILDING CONSULTANTS INC. n Hollow Metal Pemanent\H - Dade County Submittal\NOA 15-061L02\2017 FBC Revision \S-4114 REV1.dwg, 102 75.75' MAX. OVERAL FRAME WIDTH FRAME) MASONRY OPENING SEE DETAIL 1 (SHEET 13) SEE DETAIL 2 (SHEET 13)\ JAMBS (rYP.) SILL RYP•) • 6" (TYP.) FRAME ANCHORING Masonry Construction Concrete Anchors (ri •) 11 rya 6" (TYP.) FRAME 1 T O.C. MAX (TYP•) CONCRETE ANCHOR NOTES: I. Concrete screw locations at the comers may be muted to maintain a minmum I' edge distance to mortar joints It concrete screw local tons noted as "MAX. O.G"must be odkusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the majmum on center dimension Is not exceeded. 2. Concrete anchor table: ANCHOR; TYPE = ANCHOR LOCATION ANCHOR; SIZE .:i MANUFACTURER MINF.;EDGE DISTANCE bs MIN EMBEDMENT. CONCRETE ANCHOR SCREW JAMBS B/S • � LDTTAPCON (I1W BUILD r 1 1/2" R1L 1/M ULTRACON•(ELCO) 2.1/T iJ/C CONCRETE SLEEVE ANCHOR JAMBS sir DYNABOLT SLEEVE ANCHOR® (MN REDHEAD) 2.1/+"0 1.1/T 75.75 MAX. OVERAL FRAME WIDTH WOOD/STEEL STUD FRAMING (BY OTHERS) 71-0" DOUBLE DOOR SEE DETAIL 1 (SHEET 13) SEE DETAIL 2 (SHEET 13) • 6" (TYP.) WOOD STUD STEEL STUD JAMBS (TYP.) FRAME ANCHORING Wood/Steel Stud SILL (TYP.) •• • • • • • • I 6" (IYP•) 1TO.C.MAX TYP.) • • • • • • • • • •• • • • •• •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • MIMIC f REVISOR es•hplylag MO* tie sic Hos Cede A•Msr a N• / Ea*eU.e Date wale 114Orrroests�i•11\/ 0 0 PART OR ASSEMBLY: z0 0 Cr 0 00 20 i 0 U m n O z z 0 us cc cc DATE: 10/29/ 5 scuLc N.T.S. mwc. Er: JK CHx. Err: LFS DRAVANG No.: S-4114 SHEET 10of 15 z U U 0 S N 57 MAX. OVERALL FRAME WIDTH WOOD/STEEL STUD FRAMING (BY OTHERS) E MASONRY OPENING JAMBS (TYP.) SILL RYP.) 0 p FRAME ANCHORING Masonry Construction Concrete Anchors CONCRETE ANCHOR NOTES: I. Concrete screw locations at the comers may be adjusted to maintain a minimum I"edge distance to mortar joints. If concrete saew locations noted as 'MAX. O.C.' must be adjusted to maintain the minimum edge distance to mart/joint additional conaete screws may be required to ensure the maximum on center dimension is not exceeded. 2. Concrete anchor table: ANCHOR TYPE..:; ANCHOR LOCATION ANCHOR. SIZE MANUFACTURER MIN EDGE DISTANCE MIN EMBEDMENT CONCRETE ANCHOR SCREW JAMS 3/8 LD7 TAPCON• (ITW BUILDEX) 2 1-l/? NLL 1/4" ULTRACON• (ELCO) 2.1/2" 1.3/P CONCRETE SLEEVE ANCHOR JAMBS 3/8 DYNABOLT SLEEVE ANCHOR. (11W REDHEAD) 24/* 1 1/2' 0 W O 57 MAX. OVERALL FRAME WIDTH WOOD STUD — STEEL STUD p JAMI)S 10• MAX. O.C. (TYP.) FRAME ANCHORING Wood/Steel Stud 8'-0" SINGLE DOOR LT--I-6 (►YP.) • • • • • • •ROOUC(REWIND • • • • t3.,tcw •aloplyisks WO dm NM* w• •• •• ccepta•ee N• I -d I l.6 • • • • • • • • • Eat mar Date % • • • • • ••• • • • • • • • • • •• ••• • • • •• • • • • •••• • • • • • •• • • • • • • • • • •• • • • • • • • • cis a 0 0. LS18 STEEL DOOR PART OR ASSEMBLY: 0 00 em X N Z 0 a c, w 0 N 0 Z DA a 10/29/ 5 SCALE- N.T.S. Dwc. eY: JK CHI. BY: IFS DRAWING NO.: S-41 14 SHEET 11 Or 15 • • • • • • • • • • • • • • •• ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • 4110 • • • • • • • • • 000 • • • ••• • • • 0 0 0 0 3 0 Metal Permanent\H - Dade County Subnittal\NOA 15-0611.02\2017 FBC Revision\S-4114 REV1.dwg, 122 100" MAX. OVERAL FRAME WIDTH FRAME MASONRY OPENING SEE DETAIL 1 (SHEET 13) SEE DETAIL 2 (SHEET 13)\ .IAMBS ITYP•) SILL (n'P•) 6" (TYP.) 4 (TYP.) FRAME ANCHORING Masonry Construction Concrete Anchors 1 I__ 6" (TYP.) 17 O.C. MAX (TYP.) CONCRETE ANCHOR NOTES: I. Concrete screw location at the comers may be adjusted to maintain a minimum 1"edge distance to mortar joints. If concrete screw locations noted as "MAX. O.C."must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete Screws may be required to enure the maxhKxn on center dimension h not exceeded. 2. Concrete anchor table: ANCHOR 'TYPE ANCHOR LOCATION ANCHOR SIZE MANUFACTURER MIN EDGE DISTANCE MIN. 'EMBEDMEWT^ CONCRETE ANCHOR SCREW SCREW MAWNY LOT TAPCON•(ITW BUILDEX) S 1.1/Y SILL 1/e ULTRACON • (ELCO) 2. 1/2" 1 -S/4" CONCRETE SLEEVE ANCHOR IAMBS sir SLEEVE ANCHOR (ITW REDHEAD) 2-1/4* 1.1/2" 100" MAX. OVERAL FRAME WIDTH WOOD/STEEL STUD FRAMING (BY OTHERS) 8'-0" DOUBLE DOOR SEE DETAIL 1 (SHEET 13) SEE DETAIL 2 (SHEET 13) 6" (TYP.) FRAME ANCHORING Wood/Steel Stud SILL CIYF4 4 (TYP.) 1 U O• to 1 6" (TYP.) 12" O.C. MAX (IYP.) •• ••. • • • • • •• • • • • • •• ••• • ••• • ••• • • • • . • • • • • • . • • . • • • •••• • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • •• •• U _ a O a LS18 STEEL DOOR Eo 5, z� ro OO zQ kgs m n ran H SSA • M O.:WCf R:EVISMI O • • �YNyiM •tlegeilrfi • • • • Mites C•b • • • • A«eps••a n• 18-6/314 Enp4.t..Osoe 1.��6/9C a• (SL`-� . �1.. K Ne— DwG. BY: JK 41><aL�EYsM4sWesarLlul CHK. er: LFS MATE: 10/29/ 5 SCALE N.T.S DRAWING NO.: S-4114 SHEET 12 OF 15 z C 2015 R.W. But 017 FBC Revlsion\S-4114 REV1.dwg, 132 R:\Clients\Vision Hollow Metal Permanent\H - Dade County Su HINGE DETAIL STRIKE DETAIL Latch & Deadbolt STRIKE DETAIL @ FRAME Rim Panic Exit Device STRIKE DETAIL A MULLION Rim Panic Exit Device DETAIL I Vertical Surface Rod Strike Plate Head 0 0 II _A DETAIL 2 Vertical Surface Rod Strike Plate Sill . • DETAIL I Rush Bolt Strike Plate t Head (Inactive Door Panel) DETAIL 2 Rush Bolt Strike Plate @ Sill (Inactive Door Panel) •• • • • • • • • • • •• • • • • •.• • • • • • • • • •• • • • • • • • •• • • •RODUCt REVIEW +• SSp1 Iog • Ih die Pith, YawnA•eepuue Pii•tr./I_0i3/.07 a. �- k tsa. «. •• wooPMM claw • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • LS18 STEEL DOOR T OR ASSEMBLY: HARDWARE DETAILS to 0 0 NI To N 0 Z DATE 10/29/ 5 scut: N.7.S owc. er: JK CHIC. BY: LFS DRAWING NO.: S-4114 0 • U 0 5 0 SHEET 13 OF 15 • • • • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• S R:\Clients\vision Hollow Metal Permanent\H - Dade County Submittal\NOA 15-0611.02\2017 FBC Revision\ FRAME CORNER DETAILS 0.043 ORIM PANIC LOX 18 GA. GALV. STEEL 0.055 2.56'- f4 N SPOT WELDS 0.033"- L0.625" OPERIMETER GLAZED CHANNEL REINFORCEMENT 20 GA. GALV. STEEL 1.70" 4.5" 0 0 0 0 n H 0 0 0 0 ®STEEL HINGE 0.134' THICK 1.625" j OEND CHANNEL �� 16GASTEEL 16" 44 CLOSER BOX 16 GA GALV. STEEL 1 0.133"�+� OHINGE REINFORCEMENT 10 GA STEEL 3.75" 3.125"— OS6" �r 1"(2) R8-32 X 1 /7 FH MS c (O Head) Reversable Flushbott Plate In 7" • Reinforcement Plate c (plug welded to head) iciN FLUSHROLT FRAME REINFORCEMENT • 16 GA STEEL 5.615" 4.37 1 ' —1•_lia� Oau PIPE ANCHOR 18 GA STEEL 6.471)EMA RUITE1FLY ANCHOR 18 GA STEEL • • • • • ••• • ••• • • •• • CYLIFIDI*AL LO£K REINFORCEMENT • • ••• • • • • • • • • • • • • • w•• • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • •• • • • co 0 0 a 0, 0 W Z a. 0 m 0 Z DATE: 10/29/ 5 sCA E: N.T.S OWG. BY: JK CHK. BY: LFS DRAWNG NO.: S-4114 BILL OF MATERIALS ITEM D DESCRIPTION MATERIAL B 2X STUD FRAMING (G>= 0.55) WOOD C 1 /4" MAX. SHIM SPACE - E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK (2000 PSI MIN., GROUT FILLED) CONFORMING TO ASTM C90 CONCRETE H 1/4" X 2-1 /4" PFH ELCO ULTRACON CONCRETE SCREW (SEE CONCRETE ANCHOR TABLE) STEEL J 3/8" X 5" PFH DYNABOLT SLEEVE ANCHOR (SEE CONCRETE ANCHOR TABLE) STEEL K 3/8" X 5" FH LAG SCREW (2-1 /8" MIN. EMBEDMENT) STEEL L 3/8" 0 ELCO DRIL-FLEX SMS (MUST PENETRATE MIN. 3 THREADS THRU STEEL STUD) STEEL M 3/8" X 5" LDT TAPCON CONCRETE SCREW (SEE CONCRETE ANCHOR TABLE) STEEL X STEEL STUD (0.125' MIN. THK, Fu = 50 k51. Fy = 33 kSi) STEEL 1 HOLLOW METAL FRAME (0.054" MIN. THK GALVANNEAL STEEL, Fy=54,000 PSI MIN.)) - 2 REMOVABLE MULUON (PDQ 9200M-11) STEEL 3 'T' ASTRAGAL (VISION HOLLOW METAL) STEEL 3A HURRICANE LOUVER (VISION HOLLOW METAL) STEEL 5 OUTSWING BUMP THRESHOLD (HAGER 477S) ALUM 6 ASTRAGAL GASKET (HAGER 849S) - 7 WEATHERSTRIP (HAGER 736 PRESS -ON) - 8 FRAME WEATHERSTRIP (HAGER 875S) - 9 STEEL HINGE (4.5' X 4.5') (HAGER) STEEL 10 #12-24 x 1 /7 FH MACHINE SCREW STEEL 11 LATCH STRIKE PLATE STEEL 12 DEADBOLT STRIKE PLATE STEEL 13 VERTICAL SURFACE ROD STRIKE PLATE STEEL 14 RIM PANIC BAR EXIT DEVICE STRIKE PLATE STEEL 16 #8 x 3/4" FH SCREWS STEEL 17 #12x 13/16" FH SCREWS STEEL 18 1 /4-20 x 3/4" PH THREAD CUTTING MACHINE SCREWS STEEL 20 HINGE REINFORCEMENT (10 GA.) STEEL 21 FLUSH BOLT GUIDE (0.050" THK.) STEEL 22 FLUSH BOLT FRAME RUNFORCMENT (16 GA) STEEL 23 CYLINDRICAL LOCK REINFORCEMENT STEEL 24 CLOSER BOX STEL 25 RIM PANIC BOX STEEL 26 PERIMETER CHANNEL REINFORCEMENT STEEL 27 END CHANNEL STEEL 30 EMA PIPE ANCHOR (18 GA) STEEL 31 EMA BUTTERFLY ANCHOR (18 GA) STEEL 40 LOUVERED STEEL DOOR PANEL (7-0" DOOR) STEEL 41 LOUVERED STEEL DOOR PANEL (8'-0" DOOR) STEEL 2.625" trl 0.054" OHOLLOW METAL FRAME 5" OoUISWING scumTHRESHOLD HAGER 477S 0.125' MULLION PDQ 9200M-11 EMS 0.053' 0.75" OT' ASTRAGAL F 2S 1 OASTRAGAL GASKET n m 0 35"o (-128� o + [-• f�0.39"iu #6 X 5/8" PH SMS RSIRLP • • • : • i F1�MB }I1�RSTRIF • Sys 1---d-r • • • • • • • �= 1 43• • • Q• • • • . . • • • • "�oDuct REyLs6o n�re: 10/29/ 5 i I r ~NlI.[ MIY t4 Sef4 • ■aca. N.T.S csonumi A«wd�eeNe I-0131.0-1 0.05G -Br{I► • •• • • •• • S� —' 1--�` cNK. ar: LFS • • t',�1 FLM6• • .BOKGYID4 •• S-4114 • • + • ••• SHEET 15 OF 15 #6 X sir PHSMS co G 0 0 m O �z az L, OV IQ 0. OWEATNE • !• • •• • o• U m e new ^ 0 DIG. BY: JK cri 0 • III • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • U B N 0 DATE: May 1, 2018 PROJECT: DOOR REPLACEMENT CONTRACTOR: SAJOR GENERAL CONTRACTOR PROJECT ADDRESS: 9999 NE 2nd Avenue, Miami Shores Florida SUBJECT: Wind Load design pressure Calculations (Components & Cladding) SI'ME INFORMATION Building classification: Wind speed (V ult): Exposure category: Roof type: Roof Slope: Mean roof height: Minimum building dimension Parapet > or = 3 feet: Zone Yves Lubin PE 61745 Enclosed 175 MPH C Mono slope 1:12 33 feet (L): 60 feet No 4 NE 2nd Ave GENERAL CALCULATION Directionality factor (Kd): Gust -Effect Factor (G): Internal Pressure coef. (CGpi) Topographical factor (Kzt): Velocity Pressure exposure Coefficient Velocity Pressure (Qh) End Zone (a) ASD method: Opening 68" X 84" +39.46/-43.07 . . . . . .. . .... • • .... . . .. •. . . . . • • •. .. . 0.85 0.85 +/-0.18 1.0 1.59 99.81 psf 6 feet P=0.6w • ... .... . • • • • • • •• • . • . • .. • . • . .• • • • • • • • DATE: April 12, 2018 PROJECT: DOOR REPLACEMENT CONTRACTOR: SAJOR GENERAL CONTRACTOR PROJECT ADDRESS: 9999 NE 2nd Avenue, Miami Shores Florida SUBJECT: Wind Load design pressure Calculations (Components & Cladding) S1'FE INFORMATION Building classification: Enclosed Wind speed (V ult): 5 MPH Exposure category: Roof type: Roof Slope: Mean roof height: Minimum building dimensign (L): Parapet > or = 3 feet: Q NE9st Yves Lubin PE 61745 ono slope 0.0 degree 33 feet 50 feet No NE 2nd Ave GENERAL CALCULATION Directionality factor (Kd): Gust -Effect Factor (G): Internal Pressure coef. (CGpi) Topographical factor (Kzt): Velocity Pressure exposure Coefficient Velocity Pressure (Qh) End Zone (a) ASD method: • • • . • .. • •••••. •••.•. •••. •••••• . • •• •. •••.•. • • • • • • • • •. • 0.85 0.85 +/-0.18 1.0 1.59 99.81 psf 10 feet P=0.6w •... •••• ••.• •••• •.•••. • • • • • .. •••. •• •.•. • • ••.••• • .• . • • • •.. •.•.•• • ••..• • . 00000 •••.•. • • • 000000 • • •.•..• • • 3/5/2018 CADDtools Design Pressure results ASCE7-io Wind load Program (30.4 Part 1: Low -Rise Building Wall Components and Cladding) Wall Components and Cladding (Mean Roof Height h <= 6o ft) P`oject: L•OUVERED"STEELDOOR Prepared -by: JORGE'ROJAS of SAJOR GENERAL CONTRACTOR E-mail s jor.gc@gmail.com Input: ASCE7-lo Strength Design Lo d.� Allowable stress D Wind Speed = 175 � • t Wviifk Building Exposur: = B rban & Suburban areas) Internal Pressure oefficient GCpi = o.18 Enclosed Building Roof angle is less than or equal to 10° or flat (External, Pressure ,KZT = i.00 KD = 0.85 Mean Roof Height = 36 ft Output: Velocity Pressure Exposure Coefficient "Kz max." = 0.74 Per Table 30.3-1, page 317 • • • • . LRFD (Load Resistance Factor Design) • • • Velocity Pressure (qh LRFD) = 49.31 psf = .0o256*Kz*Kzt*Kd*V^2 lb/ft^2 Pere o.16 Q3 3-1,page3 "' ASD (Allowable Stress Design) Velocity Pressure (qh ASD) = 29.59 psf = .0o256*Kz*Kzt*Kd*V^2*o.6 lb/ft^2 .... • • •••• • .• . Coefficient is redViced io%1' . .. .. . •5•• • •••• •• 1... .... . . .. • • • . . .. .. • • . • . • • • - LRFD (Load Resistance Factor Design) ASD (Allowable Stress Design) (Per Figure 30.4-1, Page 335) Tributary Area S Feet Q PositivC Zone 4& 5 psf egativ Center Zone 4 psf Negativej Corner Zone 5 psf Positive Zone Negative] Center Negative} Corner External Pressure Coefficients 4& 5 psf Zone 4 psf Zone 5 psf Positiv :Negative GC p nter Ce• GCp Negative Corner GCp io ft2 53.3 -57.7 -71.0 32.o -34.6 -42.6 0.90 L -0.99 -1.26 20 ft2 50.9 j -55.3 -66.3 .30.51 -33.2 1 -39.8 L 0.85 1 -0.94 -1.16 50-ft2 -41:87: 7r52:2? -6o.i 28.7 -31.3 -36.0 ( 0.79 I -0.88 -1.04 loo ft2 45.4 j -49.9 . -55.3 27.3 -29.9 -33.2 0.74 -0.83 -0.94 L200 ft2 43.1 -47.5 -50.6 1 25.8 -28.5 -30.4_1 0.69 -0.78 -0.85 500 ft2 1 39.9 -44.4 -44.4 24.0 -26.6 -26.6 0.63 -0.72 -0.72 142 ft2 48.4 -52.8 1 -61.2 29.o L -31.7 -36.7 o.8o L -0.89 -1.06 Least Width = 40 ft a = 4 ft (Zone 5) io% of least width or 0.4h, whichever is smaller but not less than 3 ft. 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