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WS-17-1820
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Pe Parcel Number Permit NO. WS -7-17-1820 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: APPROVED Issue Date: .9/5/2017 Expiration: 03/04/2018 Applicant 1055 NE 105 Street Miami Shores; FL 1122320280810 Block: Lot: NAKUL JATHAR Owner Information Address Phone Cell NAKUL JATHAR 1055 NE 105 Street MIAMI SHORES FL 33138 - Valuation: Total Sq Feet: $ 5,756.00 0 Type'of Work: IN MAIN ENTRANCE REPLACE CURRENT EN No of Openings: 2 Additional Info: IN MAIN ENTRANCE REPLACE CURRENT EN Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $2.00 $2.00 $1.20 $5.00 $120.00 $9.00 $4.80 $147.60 Pay Date Pay Type Invoice # WS -7-17-64594 09/05/2017 Credit Card 07/14/2017 Credit Card Amt Paid Amt Due $ 97.60 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction anoning. ,�. ermore, I authorize the above-named contractor to do the work stated. ture: Owner / Applicant / Contractor / Agent Building Department Copy September 05, 2017 Date September 05, 2017 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 PERMIT APPLICATION Q BUILDING ❑ ELECTRIC ROOFING ▪ PLUMBING ❑ MECHANICAL ElPUBLIC WORKS JOB ADDRESS: 1055 NE 105th St RECEIVED JUL 141017 cu4 ( 6 e tFBC 201`-1 1C. Master Permit No. .L f —5 -ZZ Sub Permit No. h1.S I R - ,ZO ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2232-028-0810 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: X BFE: FFE: OWNER: Name (Fee Simple Titleholder): Nakul Jathar Address: 1055 NE 105th St Phone#: 301 461 9823 City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: nik.jathar@gmail.com CONTRACTOR: Company Name: 1 Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: J. Bonfill & Associates Address: 7100 SW 99th Ave, Suite 104 city: Miami Value of Work for this Permit: $ ✓ / S� - Phone#: 305 598 8383 State: FL Zip: 33173 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 1) In main entrance, replace current entry door with new double door 2) In master bedroom add double french doors Specify color of color thru tile: Submittal Fee $ Permit Fee $ 1 2-0 ' CZ) CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ GT � IQ 0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's 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: 1 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. SignatureO(y�"'f/ tti"`� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Ir —1 day of �-, �20 14- , by day of , 20 , by NC) ViU JQ ,ice 1^GYwho is personally known to , who is personally known to me or who has produced T l . br as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 1-4,17N111 Print: Seal: identification and who did take an oath. NOTARY PUBLIC: ******************************s**********s**************sss*******************************sss*s************s APPROVED BY (Revised02/24/2014) .7117111 Plans Examiner Zoning 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 1 f OWNER BUILDER DISCLOSURE STATEMENT NAME: f'\ht4 jl I Y 6i f DATE: T gir-1— ADDRESS: 10 5S k lj /o J sq-fl/t/] tuni s�i,DY'° 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 personas 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 havea license. Initial NJ 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner -builder, 1 must provide direct, onsite supervision of the construction. Nfi Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. N 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. Initial 8. I understand that 1 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 1 must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. 1 understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial '41 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that 1 may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 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: )055N6 (pc SI' Initial N1 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial /4-/ -/ 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 1 LI day of414___, 20 t� By WQlhU 5aii—c Produced t OWNER who was personally known to me or who has as identification. NOTARY Miami Shores Viiiage 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 /1V4 JA 71.Z Date Print Name SURVEY MAP sc N. 20' 1 1055 N.E. 105 Street Miami Shores, Florida (r * In P0. 6a • LOT 11 130.00' round 1/2 Pp. 110 0 0 -4-, LOT 10 BLOCK 5' 0.3 Acres ± 10912.6 Sq.ft.± 1 _LLL_LLl _LLL_LLI _LL_L__LL1 _LLL_LLl _LLf.p_LLI LL __LLL L_bL,_l._L1 L L__LL1 Property Location Legal Description Lot 10, Block 5 of MMIAMI SHORES ESTATES, according the the plat thereof, as in Plat Book 47, Page 58 of the Public Records of Miami -bode County, Flo 3.00 Survey Date: 04/07/2017 Job Number: 17-2014 Revision: Notional Flood Insurance Community Panel: 12086 C 0306 L Flood Zone: AE Bose Flood Elevation: 8' Firm Dote: 09/11/2009 11.05 11.05 Certified to: Nakul Jathar Law Office of Rafael de Aroujo Old Republic National Title Insurance Company American Internet Mortgage, Inc. ISAOA/ATIMA 1 �aa./ • 1, SURVEYORS NOTES - This is a Boundary survey. M ID I/O PO* - Legal description used for this survey was provided by others. $ -This Survey hos been prepared for the exclusive use of the entities nomed hereon and do not extend to any urn ed parties. - No title policy, title commitment, abstract. or certificate of title was available; therefore easements and other layjteers of record may not be reflected in this survey. Obtain current title work and verify easements before constructit provemen� - Bearings,lldimi any, sdao r hereonionsow based re on Plat Book 101ant, Page 31 Flt with County, Falueida. / / //�- - All dimensions arse directions shown hereon ore in substantial agreement with record values unless otherwise noted. - Due to varying construction standards, house dimensions are approximate. / - AFI ties to property line are perpendicular to it, unless otherwise noted. 1�T L� q 0;5 �� ^+ -In all cases dimensions shall control location over scaled positions. - /- 7Q : L —S �..:)-e G� - - - / - Elevations, if shown, ore based of NAVD 88. / / / ,-1,1177E 380. � / / -Benchmark No. Elevation: feet, located at / /�� /� / / / ,I� -This survey does not determine or imply ownership. / / '� - Underground improvements and utilities were not located. B• • • • • • - Not valid without the signature & raised seal of a Florida licensed surveyor and mapper. • • I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON. AS RECENTLY SURVEYED AND • • DRAWN UNDER MY SUPERVISION, MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH •• • IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE FOR THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUES. • No part of this drawing may be •^^•^-' '-f �, pying, recording or by any other means, or stored, processed or tra smitted in or by • • • • • • • • • • • • 00'-----•-tl rt l;. m "-- --'es . /// /n permission of R. Minguell Land Surveyors. Copies of this pion without an original sig ." 0 J. Mlp •' :al on C, .`NSE NU, .. Ick A E No. 6402 P .. ec = � mm'-, STATE OF ir. 17.90 Single StoryI Residence, 1055 N8 1115 Snell �lisl Shotes, Florida] B 2279.1 nes taco a1s Db 1 P 80.03' 16.00'— 50' ROM .oi-way es'rx' by 888 9888 .7. Pape 56 (OCR r4'2�19g��0550pp 104.77 • • • • • •• • Richard J. Miscue* rl ... v E_ Cth **Were* Load Surveyor t Mapper " l l l No. MM2. State of Florida R. Minguell,_ Inc. land Surveyors * Pl.men 45.7272 954-295-5835 Pa: 954-392-8050 Mingaes•bes.onth.net 2841 Mootvideo Avenue Cooper City, Florida 33029 • ••• • • -• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •-• • • • • • • • • • • • • • •• • 8' R! Jrg.nd . 4. 0.9 fano. d boo. OA e.t0 W 1.... P001 Pump .Ir Cdla.o.r Prow* LW Cooler aa. 11.1.8 Not 10 80010 MCR Rr...rd County Room. MOOR O0.ml-Dada Gunk, board. Ad Rollin Rima® ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • MIAMI•DADE COUNTY filoArr Dorq DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Exclusive Wood Doors, Inc. 1950 N. W. 70th Ave. Miami, Florida 33126 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve 'the right to havptjijs product or material tested for quality assurance purposes. If this product or material fails to perform in.the accept .ihanne;,.tjlg•. manufacturer will incur the expense of such testing and the AHJ may immediately revoke: caddIy, or susad the use qf• such product or material within their jurisdiction. RER reserves the right to revoke this•aeoeptance, if i, fis:deterrained:. by Miami -Dade County Product Control Section that this product or material fails to•meet •the requirements of the • applicable building code.• .... This product is approved as described herein, and has been designed to comply with the Florida Buildini t'ode, . . • • • includingt a HighVelocity Hurricane Zone. • •• • •• • •• • DESCRIPTION: Series "EWD" Outswing Glazed Wood Doors -L. M. Impact•• • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy APPROVAL DOCUMENT: Drawing No. EXD003R3, titled "Outswing Opaque Wood Door", sheets 1 t>Zru 13 of15• • • dated 11/17/10 and last revised on 06/25/14, prepared by CATEGORY 5 Engineering Seryl ies, pc., signed and sealed.. • by Emma T. Mellinger, P.E., bearing the Miami -Dade County Product Control Revision stamp with theetioe of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See double doors Standard Lock options (items #11, 12 & 13) sheets 2, 3 & 4, See multi -point lock option (items #12, 14 & 15) in sheets 2, 3 & 4. See Single door standard Lock option, multi -point lock option and additional 3 -point with surface bolts (items #11, 12 & 16) in sheet 5. 2. Partial raised panels are limited to max. 23"W X 27" H. See glazing options in sheet 10. 3. Max DLO (day light opening) allowed = 24"wide X 104" high. 4. Five cluster anchors at double door astragal required (see elevation sheets 2, 3 & 4). See strike screws note in sheet 12. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Santa Cruz, Bolivia 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 & renews NOA #13-1224.10 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by !shag I. Chanda, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 15-0413.12 Expiration Date: August 11, 2021 Approval Date: August 06, 2015 Page I Exclusive Wood Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings (submitted under files #13-1224.10 /#10-1220.01) 2. Drawing No. EXD003R3, titled "Outswing Opaque Wood Door", sheets 1 thru 13 of 13 dated 11/17/13 and F last revised on 06/25/14, prepared by CATEGORY 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. B. TESTS (submitted under files #13-1224.10 /#10-1220.01) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94• •• • • • Along with marked -up drawings and installation diagram of Outswing Opatlue•Vyood dows,prepared • • • by Certified Testing Laboratories, Test Report No(s). CTLA 2016W, dated 4 4 i1,S/ 10, sigxed;& sealed.:. by Ramesh Patel, P.E. • (These test reports have been revised by an addendum letter dated April02f2(21D, issued4'Certifitd • Testing Lab, signed & sealed by Ramesh Patel, P.E. Additionally revised riisgane1 detpilmarke u . • by Certified Testing lab dated 06/23/11 has been provided)' • C. CALCULATIONS (submitted under files #13-1224.10) • • • • • • 1. Anchor verification calculations, dated 12/21/13, 05/16/14, 06/06/14 arid last revise'd.onxl6/12/1 1; •' • prepared by CATEGORY 5 Engineering Services, Inc., signed & sealea,py Finma LiVellingeigafti 2. Glazing complies with ASTME-1300-02 & 04. '.:• D. QUALITY ASSURANCE 1. Miami Dade department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Company (MA) former Solutia, for "Saflex clear or color glass interlayer", expiring on 04/04/2018. F. STATEMENTS (except item #1, all other items submitted under file #13-1224.10) 1. Statement letters of conformance to FBC 2014 (5th Edition) and "No financial interest", both dated 03/30/15, signed & sealed by prepared by CATEGORY 5 Engineering Services, Inc., signed and sealed by Emma T. Mellinger, P.E. 2. Statement letter of Successor Engineer adopting as her own the work of another Engineer per FAC chapter 61G15-27.001, dated 03/04/14, signed and sealed by Emma T. Mellinger, P.E 3. Addendum letter dated 04/02/10, issued by Certified Testing Lab, signed by Ramesh Patel, P. E. 4. Statement of compliance, issued as part of the above referenced test report issued by Certified Testing Laboratories. 5. Distribution Agreement between Importadora y Exportadora Liguria SRL, Bolivia and Exclusive Wood Doors, USA, dated 04/02/14, signed by Andres Pucci and Fernando Nisenbaum, respectively G. OTHER 1. This NOA revises & renews NOA # 10-1220.01, expiring 08/11/16. 2. Test proposal # 09-1386 dated 11/19/09, approved by BCCO.(submitted under files #13-1224.10 /#10-1220.01) 3. The 2-1/2 mid rail photographic evidence from test video and raised panel detail marked -up drawing dated 06/23/11, issued by Certified Testing(submitted under files #13-1224.10 I#10 -k122001) ` Ish aq 1. Chanda, P.E. Product Control Examiner NOA No. 15-0413.12 Expiration Date: August 11, 2021 Approval Date: August 06, 2015 E-1 GENERAL NOTES: 1. the Product Shown Herein is Designed and Manufactured to Comply with the Florida Building Code (FBC) , including the High Velocity Hurricane Zone (HVHC) and has been Tested and Evaluated in Accordance with the Following Standards • TAS 201-94 • TAS 202-94 • TAS 203-94 2. Adequacy of the Existing Structural Concrete, Masonry, 2" x PT Wood, or Metal Stud Framing as a Main Wind Force Resisting System Capable of Withstanding and Transferring Applied Product Loads to the Foundation is the Responsibility of the Engineer or Architect of Record for the Project of Installation. 3. 1" x and 2" x PT Wood Bucks (when used) Shall be Designed and Anchored to Properly Transfer at Loads to the Supporting Structure. Buck Design and Installation is the Responsibility of the Engineer or Architect of Record for the Project of Installation. 4. The Installation Details Described Herein are Generic and May Not Reflect Actual Conditions for a Specific Site. If Site Conditions Cause Installation to Deviate From the Requirements Detailed Herein, a Licensed Engineer or Architect Shall Prepare Site Specific Documents for Use with this Document in Non-HVHZ Areas Only. At Such Documents Shall be Reviewed by the Authority Having Jurisdiction. 5. Deviation from This NOA within the HVHZ Requires One -Time Approval from Miami -Dade County. 6. An Approved Impact Protective System is Not Required to Protect this Product in Areas Requiring Impact Resistance. 7. Allowable Materials for Door Frame and Panels: Brazilian Mahogany lcedrerngo corenoerormls. min. sg-0.55) Tropical Walnut (coriniono esnerensis. mn sg=o. 49) 8. Designation "X" Stands for a Single Operable Panel. Designation "XX" Stands for a Double Operable Panel [One Active, the Other Inactive]. 9. Compliance with Egress Requirements of this Door Shall be Reviewed by the Authority Having Jurisdiction. I0. Custom Sizes and Designs Outside the Scope of this NOA are Available by Request, and Must Follow the Procedures Outlined Above in Notes 4 and 5, as Applicable. INSTALLATION NOTES: I. One (1) Installation Anchor is Required at Each Anchor Location Shown, Unless Otherwise Stated. 2. The Anchor Spacing Depicted is the Maximum Spacing Permitted for Product Installation. 3. Anchors Shall be Installed as Shown in the Appropriate Anchor Layout Drawing (Sheets 2, 3, 4, and 5). Anchors Shall be Located Either Beneath the Weatherstrip in the Thinner Part of the Jamb, or Through the Thicker Porl of the Jamb. Anchors Shall be Spaced a Minimum of 3" on Center. 4. For Installation into 2" x PT Wood Buck use # 14 Hilti Kwik -Flex Self Drilling Screws of Sufficient Length to Achieve 1y" Minimum Embedment into Wood Substrate, and 3/ Minimum Edge Distance in Wood. 5. For Installation Through Properly Secured 1"x PT Wood Buck to Concrete or Masonry, or Directly into Concrete or Masonry, use Y" Diameter ELCO ULtraCon of Sufficient Length to Achieve 1Y.," Minimum Embedment, and 2Xz" Minimum Edge Distance in Substrate. 6. For Installation Through 16 ga Steel Stud or Xg' Minimum Thickness Aluminum Mullion use #14 Hilti Kwik -Flex Self Drilling Screws of Sufficient Length to Achieve Minimum Penetration of 3 Threads Beyond Metal Structure, and Y" Minimum Edge Distance in Metal. 7. Minimum Embedment and Edge Distance Exclude Wall Finishes, such as Stucco, Foam, Brick Veneer, and Siding, etc. 8. Installation Anchors and Associated Hardware Musl he Made of Corrosion Resistant Material or Have a Corrosion Resistant Coating. 9. For Grout Filled Block, Do Not Install Installation Anchors into Mortar Joints. Edge Distance is Measured From Free Edge of Block or Edge of Mortar Joint into Face Shell of Block. 10. Installation Anchors Shall be Installed in Accordance With Anchor Manufacturer's Installation Instructions. Anchors Shall not be Used in Substrates With Strengths Less than the Minimum Strength Specified by the Anchor Manufacturer, nor In Substrates with Properties Lower Than the Minimums Specified in Note 12 This Sheet. 11. Hinges Each Hinge Shall be Installed with (4) #12 Wood Screws from Hinge -to -Door, (3) #12 Wood Screws from Hinge -to -Frame, and (1) Installation Anchor from Hinge Through Frame into Substrate with Appropriate Embedment, Edge Distance, and Anchor Type. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 6 GENERAL and INSTALLATION NOTES 2 6 ELEVATIONS and ANCHOR LAYOUTS (1) 3 6 ELEVATIONS and ANCHOR LAYOUTS (2) 4 6 ELEVATIONS and ANCHOR LAYOUTS (3) 5 6 ELEVATIONS and ANCHOR LAYOUTS (4) 6 6 VERTICAL SECTIONS 7 6 HORIZONTAL SECTIONS 8 6 DOOR PANEL SECTIONS 9 6 COMPONENTS and BILL OF MATERIALS 10 6 CORNER SECTIONS and PANEL DETAIL 11 6 LOCKING HARDWARE DETAILS (1) 12 6 LOCKING HARDWARE DETAILS (2) 13 6 QUALIFIED PANEL CONFIGURATIONS DESIGN PRESSURE RATING Design Pressure - All Sizes Missile Impact Rating +70 psf, -70 psf W/ Water Infiltration Required Large and Small Missile Impact Rated wio Water Infiltration Required 12. Installation Anchor Capacities are Based on Substrate Moterials with the Following Properties: Wood minimum specific gravity of 0.55. Concrete minimum compressive strength of 2,846 psi. Masonry conformance to ASTM C-90, Grade S or M. net f'c min = 1,924 psi, and Grout Conforming to ASTM C-476 with min f'g = 2000 psi. Steel min. yield strength of 33 ksl. min. wall thickness of 60 mils. (16 go, or0.060 in.) Aluminum min. 6063-T6 min. wall thickness of 0.125 in. Product -Approved Structural Mullion Only •l!.• AIUStSttr,wes h III!g DesigR•ed•bb Others to Adequately Transfer • Appl d oro, god Sha1be.Reytewed by the Building Official. • •• • • • • ••• • •• ••• •• • • • •• PRODUc r REVISED taistnaitaiDs with Ow Dodds Code ••• 2I • ••• • • • • • • •• • • • .• • • •• • • ••• • • • Cher • •• • DRAWING No. EXD 003 R6 z O as 0 n 8 om ISE `;8 81 $f uo 3 3 3 3 W 8 0 z to OC • z O 1 N C r/1 M p y 6 el O L 3voo o < L • :17)> z� Xz O W 2p (' o`er. O i W 1--� -0 0 Z OZ J• O W < Z W • Q N z • ,F, Sb0 a - A a J � rHODUCT srr v tae$ M complying will. the fist les Billy Code Mnpe a No /3-/ZZV•0 txpirenb• Dale arl4r724/6 �•r11 GD•A1r1'�OM�Co••t• rot ;a-: -;;Pc", \ STATE OF W� �S`4 O R s p ��`� 'rr..,/oNA1 ..... ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Max Unil Height 122.00" Max Panel Height 120.00' r 33.50" 35.00" 31.50" 12.50" Max. Unit Width 74.50" Max. Panel Width 36.00' 4vv I '/1.1\1,--,--‘ l f- n NW ACTIV -/ Nj id 1 / \> I / / I I 13 / / / INACTIVE ® X 13 — —. a i / \ii,µ% ®'"F O / // '.Op T When Installation Substrate Is Grout -F lied CMU, Anchors, Including Cluster Anchors Shall be Spaced No Closer Than 4" o/c. Please See Important Note on Sheet 12 Concerning Strike Plate Anchors 4v ELEVATION EXTERIOR VIEW (XX) STANDARD LOCK OPTION DOUBLE OUTSWING DOOR. • Square -Top Panel Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13. • Either Right -Hand or Left -Hand Active Panel. • Outswing Only. See Surface Bolt and Flush 8011 Details Below 41.25" 35.75" Ma He 12 4.50" Max. from Comer Max. Unit Width 74.50" 6" 6" 33-1 )— 2.Max. e . from Corner ITYP.) Unit ight — —. i , '.Op When Installation Substrate Is Grout -F lied CMU, Anchors, Including Cluster Anchors Shall be Spaced No Closer Than 4" o/c. 12.00" Max. o/c ITyp.) 3.00" _. Typ. r . - - . 7 — . . r r ANCHOR LAYOUT 1.00' Bolt Engagement Into Frame SURFACE BOLT DETAIL Located at Top and Bottom of Each Active and Inactive Panel (Interior Side of Panel) • • • • •• ••• CUT -AWAY FLUSH BOLT PEIQJL Located at Top and Betlomool Inactive Panel (atetile Ed ) • See Details orSlipl 11: • •i • • • • • • • ••• • • • • nactty 4 4 •• 9.00" Max. o/c (Typ.) Cluster of Five (5) Anchors Please See Important Note on Sheet 12 Concerning Strike Plate Anchors Cluster of five (5) Anchors InstoNalion Anchor (see Installation Notes and Applicable Sections on Sheets 6 and 7) PROBUC :RwU' Ibe 1etWs r a.•plsl t t,•m•tC•a /2 App.teet Ns e.ttlr.li•• oe.t i •et C.••d we' tudr 4 ELEVATION EXTERIOR VIEW (XX) MULTI -POINT LOCK OPTION See Details on Sheet 11, Including Shoot Bolt Engagement Oz Iu me 0 E BY is s 8 3 3 8 8 5 zo Cie • Z O N_ • en M O � M 30oa Q 0 0 a- O ai > l 0) o L ci H> • W en 0 Lit! o a Imes ✓ N CA Z QO� Q W Z lU W 4_ 40 P 0.4. 'o a .jo rtel1UUCT kM VINEB r et•pl$ss with the Florid. BAH.' Cede Ase•pl••ee N. /S -122y • IO L.pinlle• B.M$i((_-( - 212444 JUN 262014 lMErr1", LC/1,c ,, • C E 1V 5�.: 09 : No 50049 *: * :* STATE OF :/041 i��Os,�NA�tIEN. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Max He 12: Max. Unit Width 74.50" Max. Panel Width 36.00" Ilk ELEVATION EXTERIOR VIEW (XX) STANDARD LOCK OPTION DOUBLE OUTSWING DOOR. • Square -Top Panel Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13. • Either Right -Hand or Left -Hand Active Panel. • Outswing Only. See Surface Bolt and Flush Bolt Details Sheet 2 41.25" 35 75" 4.50" Max from Corner (TYP•) Max Unit Height 122.00" 122" Max. 1 Inactive Active 1—•-- 74.5" Max -- 1 2.00"1 fro Con (TyI 12 0 Max. Unit Width 74.50" 1 1 /11111 ) 1 1 1 4ax. 1... 7.50" l —'i/Y`--- ^ Mil ACTIVE Ak \ \ \ I i I Unit fight '.00" 1 33.50" 1i.) / / / Max. Height 120.00" Panel 35.00" / INACTIVE \ ' 0 i ... MIIIIIIIMIWAIIIII 1111�itil 31.50" \ /ital ® I) 1.1 !\ 0 !': . Irl__ 1 o mmm I■11AI� 12.50' V IMM — —, Ilk ELEVATION EXTERIOR VIEW (XX) STANDARD LOCK OPTION DOUBLE OUTSWING DOOR. • Square -Top Panel Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13. • Either Right -Hand or Left -Hand Active Panel. • Outswing Only. See Surface Bolt and Flush Bolt Details Sheet 2 41.25" 35 75" 4.50" Max from Corner (TYP•) Max Unit Height 122.00" 122" Max. 1 Inactive Active 1—•-- 74.5" Max -- 1 2.00"1 fro Con (TyI 12 0 Max. Unit Width 74.50" 1 1 /11111 ) 1 1 1 4ax. l ^ Mil n ger 1i.) When Installation Substrate Is Grout -P lied CMU, Anchors, Including Cluster Anchors Shall by Spaced No Closer Than 4" ofc. .00" Max. /c (Tm.) 1--- (TY )0" i ... MIIIIIIIMIWAIIIII 1111�itil I Please See Important Note on Sheet 12 Concerning jt/yce • • Plate Anchors ANCHOR LAYOUT • • • • • • •• ♦ • •• • 4 ELEVATIVItl EXTERIOR VIEW (XX) MULTI-POIp(T LP“ OPTION• See Detd is on•Sheet-11• • Inclu�i}ig Shot qI • • • Fngogervent • • ••• • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • IT •• • 9.00" Max. o/c (Typ.) Cluster of Five (5) Anchors Please See Important Note on Sheet 12 Concerning Shlke Plate Anchors Cluster of Five (5) Anchors Installation Anchor (see Instalation Notes and Applicable Sections on Sheets 6 and 7) PRODUCr RRVISED a e••ptyle9 with the Floral b•NI•s Code Areepeece N• Is-0Nr342 Papir••r Dole /(z/ mewl c.esrsi z� ne zo t z 0 0 a 02 D ss L 3 2 2 2 0 zo O Q ,o N H 5.) co O c o 3 Vo 0 d rq -0 di Q 3QILI. UIHD. • W h (9 — O -1 r ttUDUC F kP Y WED r eer•Plyt•• Md. the florid. % Cede Mea u•s• M•a a /tZL • 0 UplinksUplinksDer / flh l- Cesdi •C,lSC�-..C',.�.GEi4i. vF .9: No 50049 i * -vD:: � '. STATE OF :4/•T ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •s 000 • • • 0410 • • 1 Max Unit Height 122.00" 31.50" 31.50' 12.50" Max. Unit Width 74.50" Max. Panel Width 36.00" See Surlace Boli and Rush Bolt Details Sheet 2 / C OO O+ rs / / / 141.25" 35.75" Max. Panel Height 120.00" 11 ELEVATION EXTERIOR VIEW (XX) DOUBLE OUTSWING DOOR. • Round -Top Panels Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13. • Either Right -Hand or Left -Hand Active Panel. • Outswing Only. 4v Max. Unit Width 74.50" 6" 6" 3 3" -- Max Unit Height 122.00" 12.00" Max. o/c (Typ.) '2.00" Max. from 1 Corner ITyp•I �/ When Installation Substrate Is Grout -F Iled CMU, Anchors, Including Cluster Anchors Shall be Spaced No Closer Than 4" o/c. 1 74.5" Max 1 1 ) 9.00" Max. o/c (Typ.) Cluster of Five (5) Anchors 3.00" J ITYP.) Please See Important Note on Sheet 12 Concerning Strike Plate Anchors ANCHOR LAYOUT Please See Important Note on Sheet 12 Concerning Strike Plate Anchors• • •, • • • Q ELEVATIOA!• • • • • • • •• • • • • •• • • • •• EXTERIOR VIEW (XX) MULTI -POINT IpC44 TION • See Details ten Sheet 1 l,_ • • Including shooreolt • • • • Enrr emerrt• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • Cluster of Five (5) Anchors Installation Anchor (see Installation Notes and Applicable Sections on Sheets 6 and 7) PROOUC. f RF.VISF.O u complying with the Molds Inkling Cid; Aveptr•ce Gspk't1 O•te 9,11 •9/ Mat tild .d••, C•W1 d z O z Q co z O rc 0 8 a R. El EE Si 51 0. 8 8 8 E 8 m z° O Z 0 • NQ O • W 0 NQW 1_ —1 W N V1 Z N � Q O -3 NM_ • M 0 0 0 0 O O 0x Lb E a) Z 2 M c - 0 Fn O Z >- O 5 Q OC • O � W a S3. ? O vl he rJODUCF Ilk V15EO n ta•ylylq•kh Os gulch BttkllseCoa. AuglM• LapHlMls9se Dote Xige��g (({{1 tttttt .. �.......... SGENs��..0 ▪ No 50049 • * :9�. STATE OF i14 1. „l`S'c:OR1QP;• G�?l ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Max. Unit Width 37.75" See Surface Bolt Delail Below Max. link Height 122 00' Max. Panel Height 120.00" C 6} V� ACTIVE 41.25" 35.75" 12 74-0 Max. Panel Width 36.00' 7.50' 33.50" 35.00" 31.50" CD 12.50" II ELEVATION EXTERIOR VIEW (X) 122" Max. SINGLE OUTSWING DOOR. • Single Square -Top Panel Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13. • Either Right -Hand or Left -Hand. • Outswing Only. "4 Please See Important Note on Sheet 12 Concerning Strike Mate Anchors Max. Hel 122 4.50" Max. from Corner INN Max. Unit Width 37.75" 2.00" Max.+ —. t J Corner _. ITyp.l Unit ght 00" — — — r l - , 12.00" Max. o/c (Typ.) 3.00' „ [ ITYP • I - 1 ANCHOR LAYOUT EXTERIOR WEW (X) MULTI-POIN1•Le/CK OPTIDN A:• • 5 -POINT LOCK See Details on Sheet 11 Including Shoot Bolt Engge!ri► • • 37.75" Max ts— • 9.00" Max. o/c (Typ.) When Installation Substrate Is Grout-FUled CMU, Anchors, Including Cluster Anchors Shall be Spaced No Closer Than 4" o/c. Please See Important Note on Sheet 12 Concerning Strike Plate Anchors Installation Anchor (see Installation Notes and Applicable Sections - on Sheets 6 and 7) Please See Important Note on Sheet 12 Concerning Strike Plate Anchors H Z 0 17) IX 0 a d QT' 8u' UI UZ uP a za n FRODUC f RF.VISF.D ermptylag will IM !Soda balding Cede Aenpa•ce No / • L Espr•sls• %le f /./.4•GJ - Neai piVIrFreduct CleMeb 1.00' Bolt Engagement Into Frame < ELEVATION EXTERIOR VIEW (X) MULTI -POINT LOCK OPTION B: 3 -POINT LOCK with SURFACE BOLTS Seo Details on Sheet 11 SINGLE DOOR SURFACE BOLT DETAIL Located 01 Top and Bottom of Active Panel (Interior Side of Panel) OQ h N_M Q 'CA 0 O FY •C 30 1p ov_ Q dLU 0 -• 3°Q atrol C9 H > Z�JZ W to (c� ad O Q �+1 rNODUCT Ni VIJED e eo.pIllog w4 b 1M Reich erldigCde Aenpswe IbO LipIntIes ark OthrkzuLf dead ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • •• • • • • • •• •• Caulk Between Concrele/Mosonry & 7 x PT Wood Buck by Others 2% Wood Buck BY Others (see General Note 3, Sheet 1) Exterior Finish By Others 1 Max. Door Height 122.00" Max. Door Height 122.00" Perimeter Caulk By Others Max. Panel Height 120.00" EXTERIOR Y."Minimum Edge Distance INTERIOR Concrete/Masonry By Others 914 Hlltl Kwlk Flex Self•Tapping Screw Installation Anchor IX Minimum Embedment I" Bolt Engagement See Applicable Glazing Detail 1 ort (Sheet 10) VERTICAL SECTION HEAD - 7 X PT WOOD BUCK SHOWN See Applicable Glazing Detail I ort (Sheet 10) EXTERIOR INTERIOR O I" Bolt Engagement Perimeter Caulk��' By Others Concrete/Masonry By Others 3'" ELCO "UllraCon" Installation Anchor Y" Maxinum Shim Space #14 HIIII Kwlk flex Self -Topping Screw Installallon Anchor Sheathing By Others Exterior Finish By Others Perimeter Caulk By Others Door Panel and Hardware Omitted tar Clarity (See Vertical Section B on This Sheet for App6Coble [totals) Caulk Between Concrete/Masonry & 1" x PT Wood Buck by Others Concrele/Masonry By Others Ix Wood Buck By Others (see General Note 3. Sheet I) Y.."Max. ShinfS�cfce •• 1 • • IY,"Min. 1• • Embedment • • • • • Exterior Finish By Others Perimeter Caulk By Others EXTERIOR • •• •• VERTICAL SECTION SILL - CONCRETE SHOWN •• • • • •• • ••• • • 2y"Min. Edge Disfaece - • • • • rutr— •• • • • • • • • •• • • • • ••• • • • •• • • • • • • • • • • • • •• • • • • • Y2" Minimum Edge Distance Steel Stud Framing By Others (See Installation Note 6 & 1 I (D) and Gen. Nota 2, Sheet I) 3 Threads Min. Penetration Beyond Steel Structure r Air - 0 INTERIOR VERTICAL SECTION Y."Maximum Shim Space 6 HEAD - STEEL STUD FRAME SHOWN Minimum Edge Distance in Concrete }Q' ELCO "UltraCon" Installation Anchor '•: —.601 �� 13,,r Minimum �" Embedment EXTERIOR Y."Maximum Shim Space Door Panel and Hardware Omitted for Clarity (See Vertical Section B on This INTERIOR Sheet for Applicable Details( VERTICAL SECTION HEAD - 1" X PT WOOD BUCK SHOWN PRODUCT REVISED r complying whit be Florid. oldlog Code Ae eeNo -D • 7..Z L1 .Date - g, !/ d Z EXD 003 R6 0N z 5 K $e a 0 a 0 zo INODUCT MI'VIDED S.Sp IM wig Irk Doddr Sodding Cork Lsp~Afr~tino D Datelaud O ac o Z o ar N W O 4 3u W 1L Q C J IL F. fA • Vf Z W H O u N_ U2 c oE O 0 • • O > Q L > `o '— N. • ZZ Li) JUN 2 6 2014 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 14' Minimum Embedment T x Wood Framing by Others 414 HIIII Kwlk Flex Self -Tapping Screw Installation Anchor Y4'Moximum Shim Space ME . 5oo Vialli- SI Sheathing._.. -—.....:1: 0 by Others Exterior Finish—A0 by Others INTERIOR Perimeter Caulk by Others Y."Minimum Edge Distance EXTERIOR Max. Frame Width 74.50" See Applicable Glazing Detail 1 or 2 (Sheet 10) See Applicable Glazing Detail I or 2 (Sheet 10) OHORIZONTAL SECTION 7JAMB 2' X PT WOOD FRAMING SHOWN 1%" Minimum Embedment T x Wood Froming by Others *14 Hill Kwik Flex Self -Tapping Screw Installation Anchor Sheathing— by Others Exterior Finish by Others Y1'Maximum Shim Space INTERIOR ®® Perimeter Caulk T:" Minimum by Others Edge Distance INTERIOR ELCO "UltraCon" Installation Anchor 4" Maximum Shim Space I3 Minimum Embedment Concrete/Grout Filled Masonry by Others 1'k Wood Buck by Others (see General Note 3, Sheet I) Caulk Between Concrete/ Grout Filled Masonry & 1" x PT Wood Buck by Others 214" Minimum Edge Distance See Applicable Glazing Detail 1 or 2 (Sheet 10) EXTERIOR Max. Frame Width 74.50" G HORIZONTAL SECTION JAMB 7 I"x PT WOOD BUCK and CONCRETE/MASONRY SHOWN ••• • • • • • •• • — • • 4XTEEMIR • • •• ••• •• • • • •• Max. Frame Width 37.75" • ••• • • OO HORIZONTAL SECfIORJ •• • •• • 7 SINGLE • DOOR )X) JAMB at LOCK STILE • • • • • • 2' X PT WOOD FRAMING MIN • • • • • • • • • •••-fa •• • •. • • • •• • Exterior Finish By Others Perimeter Caulk By Others PRODUC F REVISED a nnaplylM5 wIth'rM Ioeldt boldin` Code Aretptonce No -O /3•/2 l apkeWn Poe /G_ MOM Zo OM 8 z cid Q W 0 ria ge O 15 eY g �uZ 0 ritODUCT Id VIDEO as comptyly MO De Florida * Baldly Code N • 2 E LL JUN 252014 pl 111111111 O P1 MEt;;/NC :�(y� '•v�G E N SF•'•�9 �G No 50049 Aeroplane .....,y,,,,„EC Z 1, Caplratb.D.w�ay / �3• STATE OF .� %F`• oat #10/,`9, /ON a ;-....‘eve ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • . ••• • • • ••• • • • • • • • • • • • • • •• •• 18 ga. X 1.50" 0 0 0 INTERIOR 0 00 Brad Nails 8 Adhesive f ll =i _; o i . ,L_Pr—IML` o WRIPOWL `,`I� ! 111 �, 0 I INACTIVE ACTIVE —� See Applicable Glazing EXTERIOR 4.11111111— Detail 1 or 2 (Sheet 10) See Applicable Glazing DelaiI Ior2 (Sheet 10) O HORIZONTAL SECTION ASTRAGAL 1W Minimum Embedment 2'x Wood Framing by Others #14 HMI KwIk Flex Self -Tapping Screw Installation Anchor Sheathing by Others "Maximum Shim Space 0 o ,A1 • • Exterior Finish 0 by Others Perimeter Coulk by Olhers Y." Minimum Edge Dhtance INTERIOR EXTERIOR INTERIOR Min. 1.750" 4 NI See Panel Detail 1 (Sheet 10) Min 2.500" See Applicable Glazing Detail 1 or2 (Sheet 10) E VERTICAL SECTION MIDRAIL GLAZED & PARTIAL RAISED PANEL See Panel Detail 1 (Sheet 10) EXTERIOR INTERIOR See Applicable Glazing Detail } --r I or2 (Sheet 10) Min 2.500" Min. 1.750" See Applicable Glazing Detail 1 or2 (Sheet 10) O VERTICAL SECTION MIDRAIL FULLY GLAZED m © m INTERIOR • • • • •• • • •• • �•eerrar1 I • • • • • • • • • • petall,l:Shea" it) • •• •• • -. • • ••• •.• • • • • • • • • • • •• • • • • • -• • • • EXTERIOR P ODUcf REVISED se bldlog C.d. tYe:larWSly iiir1424.(fr,,,1- 00 o - See Panel Detail 1 (Sheet 10) HORIZONTAL SECTION • •RAItEDQANEL/MIDSIILE (INACTIVE PANEL) • • • . • •• • • • • . • • Meseta MJV\bED ats.pI4 iwkb*.florid. Belding p £.plU Esp1Mb Des ry 44.1 beset l.Ef Fier Cased d z z g z Q3 0 •� w a i 0 on .4 n 0 5u Es 11 g ue 5 0 0 0 i N • 8) t 0 Z h o. z 0 W H W z d 0 0 a4 CoQ .•• • • • • • • .•• • • • • • • .••••• • • • •• • • •• • • • *0* • • BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL (See Note) MANUFACTURER PANEL RAIL/STILE Mahogany Exclusive Wood Doors 2 STEPPED GI. ASS STOP Mahogany Excluslve Wood Doors 3 HEAD & JAMB Mahogany Exclusive Wood Doors 4 SILL (3 -PIECE) Mahogany and Al 6063-T5 Exclusive Wood Doors 5 (5a)(5b) MIDRAIL/MIDSFILE Mahogany Exclusive Wood Doors 6 ASTRAGAL Mahogany Exclusive Wood Doors 7 DOOR SWEEP Polyurethane Afco 8 COMPRESSION WEATHERSTRIP Urethane Foam Q -Lon 9 4Y2" x 4Y2' BUTT HINGE 12 ga. Steel Penrod 10 RAISED PANEL Mahogany with Plywood Core Exclusive Wood Doors OPANEL RAIL/STILE Mahogany 1.750" 6.000" 1 STEP GLASS STOP J Mahogany 1.000' ---{ 1 1.250" GLASS STOP Mahogany 1 — 0.485' 0.5* 11 SURFACE BOLTS W/ STRIKE PLATE Stainless Steel 12 ENTRY LATCH & DEADBOLT Hardened Steel Deltana Kwikset 13 INACTIVE STILE FLUSH BOLTS Hardened Steel Penrod 14 TWO-POINT LOCK For INACTIVE STILE Hardened Steel Trilennium 15 FIVE -PT LOCK FOR ACTIVE STILE Hardened Steel Trilennium 16 THREE -PT LOCK For SINGLE DOOR Hardened Steel Trilennium 17 1/4 -ROUND GLASS STOP Mahogany Exclusive Wood Doors 18 GLASS SPACER Butly Rubber NOTE: All "Mahogany" To be one of the Following Materials; 1. Mara Macho (cedrelinga cateneaformis); s.g. =0.55; Emin = 1,441 ksi; MOR =9,865 psi. 2. Tropical Walnut (cariniana estreflensis); s.g. =0.68; Emin = 1,520 ksi; MOR = 12,032 psi. Data Referenced from CADEFOR. All s.g. data given at 12% moisture content. OHEAD AND JAMB Mahogany 4.562" ___- 0.720".__ -_ 1 0 //� 1.220' e—� OSILL (3 PIECES) Mahogany/AI 6063-T5 COMPRESSION WEATHERSTRIP Urethane Foam r0.550" 14 DOOR SWEEP Polyurethane 1.750" f o l BUTT HINGE 12 ga Steel 4.50' 2.50" 0.509" • ere* • . SEE SHEETS 11 AND 12 FOFtIKEMS •• 33-116 •• • •• • • •• • J 1 J 1 O O O O 1.500" 5 MIDRAIL/MIDSTILE Mahogany (Wood Panel Both Sides) MIDRAIL/MIDSTILE • ral(3hc:cany • - Boll Relalner Secured with (2) 88 x 1)4' Wood Screws (2) 10-24 x 1Yz' Sex Bolls (recessed and plugged( GLASS SPACER Butyl Rubber 0.160" —I I— N--T — 0.500' SURFACE BOLTS Stainless Steel Side View Face View RAISED PANEL Mahogany with Plywood Core (See Panel Detail I, Sheet 10) 0.500" 2.250" 0.625" MIDRAIL/MIDSTILE Mahogany 1GIdzintOne Side, • • • (Glazing Both Sides) • • oga n/ Ot Sltle)• • • • • • • • :•• • • •. • • �. Mi•. 2400i • • 1.750' • •• • • • • • • • •• • • • Min. 2.500" • • • • • • • • • 1.75" 0.625" 1 1 1 0 Surface Bolt Strike Plate I--- 3.010" --( ®Cr._ 0.750' '111 2.000' ASTRAGAL Mahogany 1.750" 3.331" --1 �-- 0.625" PRODUCr REVISED eowplyle3 wIIbilis Meth luktles Care Acceptance No /r -o /I-7•01%2- %2- rMNn Dnle_ // _Atm 2 • oe • o Z p 6 1 0 N_ 4 1r 0 E €€4$ 21 53 gn gg 0 0 a 8 8 a 5 zo 17 maim- WISED =OM Ne 'Saida A••p1•Ie 14g*r tlue Mee >g/(n /IG �.. . NiiJ- tae h dwi Cc1Vrd Ce O Z O Q in in Ci O oC O F- oE • U o a G d o Q 3 Q uI _H D Z j 3W 53 Fad o. O - MN_ U M c ••e e • • • • • • • • ••• • • • •• ••• • • • • •• •• • • • • • • • ••n • 000 • • •• •• •• •• (3) #8 x 2.50" P.F.H. Screw CORNER SECTION RECTANGULAR FRAME TOP ASSEMBLY (3) #8 x 2.50 P.F.H. Screw INTERIOR EXTERIOR EDCORNER SECTION FRAME BOTTOM ASSEMBLY BRAD NAIL SPACING AT GLAZING STOPS • 2" From Corners • 12" Max. o/c All Sides 18 ga. x 1.25" Brad Nails 1/ I 9/16" O.A. Laminated Glass Consisting of: H 1---- 1/4" Annealed Glass, 0.090" Saflex Interlayer by Eastman 1/4 AnfleaIed Gloss • 11 INTERIOR 0.50" Glass \� Bite EXTERIOR GLAZING DETAIL 1 9/16" ANNEALED LAMINATED GLASS / DOW 995 Stcione (2) 5/8" x 5" Wood Dowels (2) 5/8" x 5" Wood Dowels (3)5/8"x5" Wood Dowels 18 go, x 1.25" Brad Nails 0.50" Glass Bite • ••• __..•_' • • • • (-_)1K TOP/BOTTOM PANEL ASSEMBLY, TYP. CORNER SECTION EXTERIOR (2) 5/8" x 5" Wood Dowels INTERIOR EX ERIOR • • 1 • •�\• • • 1 1" O.A. Insulated Laminated Glass Consisting of: 1/4" Tempered Glass, 0.160" Air Space I/4" Annealed Glass, 0.095 Sallex lnj gayer by Eastman, 11/4" 1knrs•aleS1 Glass • • • • • ••• • NfERIOR• O ••GL/ ING•E�'E1.A 1" JiALEI INSULATEEPLAMIF* • DOW 995 Sillcione • • • • •— lid•••• •• • • TED GL!•S& • • • • 111111111( TITEBOND II Wood Glue INTERIOR CORNER SECTION CURVED PANEL TOP ASSEMBLY, TYP. d z 0 Q 0 O 0 w z O 0 a f 8 1 4 f 8 51 5 5 5 5 a a a EXTERIOR EXTERIOR // 0.50" 0.50" PANEL DETAIL 1 OPAQUE RAISED PANEL (3) 1"x0.25" Corrugated Staples TITEBOND II Wood Glue (2) 3/8" x 5" Wood Dowels INTERIOR CORNER SECTION 0 N z 0 N U W DC LL z U CURVED FRAME TOP ASSEMBLY, TYP. PRODUC f REVISED 1.75' O.A. Raised Panel a es.P+N•L with Ue t7mW' bUU 1 Core Consisting of: MnpweeN• / 0y/J•/2 5/8" Mahogany MPIe•r•u DM Sp/A/ p,/ 1/2" Plywood , / /, („,, J„ JUN 2 5 2014 5/8” Mahogany INTERIOR 1 5/8" Mime* CM•.I notoucrtwos() �1m�PCYP•Il�lh PbrN. ile"..nNs 22 •/O L.PMm�rlb.. 7,4•61(4=411-6 0.b///� !(ro M6.iD.de ,4r.[a4N.J� `spssuuusy N 1— to Sy 0 z N Q 0 ss P ..MEL/ 4, , 4,: vSOENSF c9�: No 50049 * --0 1:1,.11••. STATE OF ;/LU • 0,O N A11 E ,,,,, 600 • • • • 008 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • ITEM U FLUSH BOLT loculod al Top and Bnllom of Inactive Door Lock SIie to Secure Inactive Deo, Meng Names Use. NOT A SUBSLIIUtE FOR SURFACE BOLTS SIDE VIEW FACE VIEW ITEM (� TRILENNIUM® Model 3020 TwoPoint Lock for Double Door Inactive Stile ITEM TRILENNIUM® Model 3500 Five -Pant Lock tar Double Dow Active Stile ITEM 16 TRILENNIUM® Model 3000 Three -Point Lock for Seigle Uoor 1"Throw Shoot Bolt Keeper — ( Keeper 1" Throw [Shoot bolt co 1" Throw Shoot Bolt 1 I" Thow Dead Bolt 1" Thow Dead Bolt 1" Thow Dead Bolt 11 J 1"Throw [Shoot Bolt • • ••N •• M 1. • • j•• 1"Thow Dead Bolt ••• • r w• • Do c Bot • li • • • • 1 Thow • Wail BON • • • • • • • • • • • • • • Perimeter Caulk By Others 1" Bolt Engagement t Shoot Bolt Pocket (Mortised into Buck or Substrate as Necessary) 1"x2Y4'x0.06" Shoot Bolt Strike Plate 2'x Wood Buck by Others (see General Note 3, Sheet I) 914 Hilti-Kwik-Flex Self -Tapping Screw Installation Anchor (1Y2" min embed.. Yr" min. ED in Wood) Y."Maximum Shim Space Shoot Bolt with 1" Throw - 1" Wide Face Plate 1" Wide Face Plate Shoot Bolt with 1" Throw 1"x2Y4"x0.06' Shoot Bolt Strike Plate Shoot Bolt Pocket (Mortised into Substrate as Necessary) 1" Bolt :Erlptlt ement • • • •:ertmety Caulk by Others • • •• Concrete/Masonry by Others MULTI -POINT HARDWARE SHOOT BOLT DETAIL Installation into 2"x Buck, and Concrete Shown. Other Substrates and Appropriate Installation Anchors Shull Apply Also. Please See Important Note on Sheet 12 Concerning Strike Plate Anchors DRAWING No EXD 003 R6 .0 N r — 2 0 N_ our 3 . 2 z PRODUC f REVISED se cooplyl.• withrM AerYR DAYep Cede Meeptwee N. /s LykMlt•ORu lt n h 1.11 hi/ lir[rMeet email IX z O N N O Luz O F - 3Q 0 d 111W��� C9H zg W in O � t) c O 0 0 O oo z F.7) —JE a N > 0 • • y" ELCO "UltraCon' • • • • Installation Anchor • • • • (1)S" min embed., 24" • • • • • min. ED in Concrete) • •• • rnoutiCT Ne 'dog! sswpb5sp. Ih the Florid' addI.g Code Animism* No Lsptr.rlo• Dote ./O N JUN 2 6 2014 • No 50049 i*% cr 9'• STATE OF O4S Og1�P'G�er% ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR (Shoolbo0) Handleset (Inactive Pones 0 INN k m (Deadboll - 3 Localions) (Sliikeplole) (Shoolboll) of'4i • ► Hondlesot (Active Pond) \ \\ \ \\\ \ EXTERIOR 0 INACTIVE ACTIVE See Applicable Glazing Detail 1or 2 (Sheet 10) HORIZONTAL SECTION MULTI -PONT LOCK OPTION Y:'Maximum Shim Space 00 INTERIOR o MMIP lir rA-1r, ii ► ® ($hoolboll-z oc fps) (Slrikeplote • 3 Locollons) Deadbolt-3 Locafions) Shoot Bolt Pocket (Mortised Into Buck or Substrate as Necessary) EXTERIOR HORIZONTAL SECTION 1.938" 1.125" 4.000" 1.7517' • Etir DEADBOLT STRIKE PLATE Face View 3.563"--{ 0.969" --{ 0.438" 11- I, ❑ ea ®) 0.625" T � I-- 3.000" --I i 1�r ) , 0.750" 2.000' SURFACE BOLT STRIKE PLATE Exploded View DOUBLE SFIOOTBOLT STRIKE PLATE Face View 2.250" 0.438" ❑ ®J 0.625" SHOOTBOLT STRIKE PLATE Face View IMPORTANT NOTE CONCERNING STRIKE PLATE INSTALLATION At Each Frame -Mounted Strike Plate, Whether al the Head, the Sill. or the Lock Jomb for a Single Door, at Least ONE INSTALLATION ANCHOR, of the Same Size and Type as Used to Anchor the Frame Shall Also Secure the Strike Plate, Through the Frame and Embed the Required Distance into the Substrate Benealh. In the Case of Concrete or Masonry Substrate, ONE Such Anchor Shall be So Employed. In the Case of Wood or Metal Substrate, TWO Such Anchors Shall be So Employed. These Anchors May be in Addition to Those Called -out tor Frame Installation, or, in Cases Where Spacing Considerations Allow, Anchors May be the Same Anchors as Those Called -out tor Frame Installation. Remaining Strike Plate Screw Holes Shall be Filled with 1#8 x 3/4" FHWS to Secure Strike Plates to Jambs. DRAWING No. 04 M O a X w i 0 1 payy 11 Xb go EC sf a m 0 a 55 t za N Yi"maximum Shim Space See Applicable Glazing Detail 1 or 2 (Sheet 10) SINGLE DOOR MULTIPOINT LOCK OPTION A • • See Deloil 0 Sheet 7 Installation • • • • • •• ••• • • In O Hanollesel LL o irRIW.1�� -- • • iCA1 Sjnl&plole- 3 Locations) (Deaoboll - 3 Locations) INTERIOR • • shoot? t P:ckt • (Mc lisehi in Byck •• • • SAbllRlte allltaecessery) • • ••• • • •• • • • • • • • • • • • • • • • • •• • • • • • • • EXTERIOR • I-KIRIZONTAL SECTION See Applicable Glazing Detail 1 or 2 (Sheet 10) S .IGLIE DOOR MULTIPOINT LOCK OPTION 8 • • See Detail 0 Sheet 7 for Installation • • • PRODUC r REVISED r cowl** with Poe Florida NINq Code -O / ./2 A o are s1/7r 2/ Slysti /.C4..,s-- r11..r lMMjrodoetCrorne •o M C J u- 01— O1— o•g 3 V 00 a.0 0 a. .0 a 3 Q N zg Xz 3w w 0 o.o 0 rPODUCT b:VIS(D rs sar pylei Mai Ye Plod& B.Idly Cods Aaps LNo 1 w De Z2 ./O JUN 2 5 2014 ♦.♦`,P ,rMEQ I,. ,�01�••`cENSF;QF9i. No 50049 :�••STATE OF : 4 Vz,SS,, N Ars 0;,,, ••• • • • • ••• • • • • • • • • • • • • • • • ••• • •• •• •• • • • •• •• •• • • ••• • • I�3t6" Max. Widlh -I i , N mLLQ ��2 ,,,,,; DRAWING No. EXD 003 R6 ..; . : _ , , , 7-7- 7-77 1 ------. , ` ` rn V� •Sod \,,, 120' Max. / ! / / / / / / / / Height - -C'!.� i i i ��/4 Z 3ai xf8E° u3 4u .8 i_..... ENO / 7-7' / ___ / / �� 1 / ` y , s iD S ul 5 ul S ul s E / / / 1 / / / / / / / 0 / m g a a ., S < 3 '07. / / Surface f — = — / — — Applied / / 0 / 0 //1 n z° _ a M o y o Munfins ❑ I 1 / ❑ ❑ ❑ / / a: • I u s 1 ` ❑ ❑ --. OUTSWING GLAZED WOOD DOOR LARGE MISSILE IMPACT RESISTANT Exclusive Wood Doors, Inc. 1950 NW. 70th Ave, Miami, FL 33126 z)cLu iiis`tN QUALIFIED PANEL opd .ppo CONFIGURATIONS / _ / ^�-- % �-- // \ ' '� 0 / / , -rl rte. gill ' ' / -, , '! ! , , / / r— /, I / „ / ,1 / /I/ / / / / IIfl.i..i.nLI!lEOfl1fl ', I 1 I 0 ,..._, ______ nr: r---- __ ......_.. , ri-r; INF 0 ,, / / / 1 ', `' / II / ,/ / 1 1/ f1 I , , ,„ , , 1 / 0 / , , 4II4 , , / / /,'I,' ''I1' ,f MEM /I(/ , [1: &, „ ill , /, l, xl i i # II ° 0 Ins GE i _____ IMITATIONS: / �� / / [J / -71171 / / / 1. No True Muntlns Allowed: PROJM,C r nEVISFA ! / / / ili Surface-Applied Muntiss May be Used • s•ey1TLy etre r , F1..8 , I Pond /� • 1 rr�y^/`yJrjirLrrrrrLVL�-1'/ JUN `sssssrrrrrrrs/ J,, , 1, �����; 6 • ' * • No 7:a-0 ' 90:. STATE 'fiAN% 4"4 • /-7,,,,SOONA 2 5 2014 E N1.</NC //�' S•• ,�� 50049 ;• • CC OF :� • -O P,: ��$• �0, e For DMded Utes, or Life May be eCade lasille:=.0114•45:010,7i ' ' ` ` flnwSoutlyNo (JII6ftidt Nlq Nd Divided Using Mid-Rolls and Slies.� / / / / . 1 � / Oce. z4-m wmn / asrmN�, 2. Surface Optional for both ---U , Raisedves Flat and Panels. 3. Min. Stile Size= 6.ar' x 1.75” //r NOTE: Door Panels May be s� ` , (/er Rectangular, Round, or ArChiap. - 4.3.IL 1E 7 Min. Midstile= 2.50' x 1.75" • • •NNW • • • • • 4. Min. Rail Size= 6.00" x 1.75" �6-Ma_ • • • • s • • ' • • ^M�- Min. Midrail= 2.50' x 1.75"• 5. Max Raised Panel Width = 24.00' -- • • Jd�• • r• • F • s / / ' I / / / T 4 / / 6. Max Raised Panel Height = 27.00' /"� • / ✓• • �•Y • • • • / 1 / / mower umbra 7. AN Elevalions Shown Also Qualify any / / / / / •-^�S'! Olher Custom Sizes Smaller than Tested Within MC Allowed Limits. RECT. ROUND ROUND ARCH ARCH 1�F�r ` u 1 , i I / e - Ass"—p�esl /4r,( 7'b 1- 8. Allowable Configurations are 'X', and, TOP • :OM • • TOP• • TOfe / ` , , , �s�r[� " "XX".Where 'X" Represents an • • • • • • r ❑ . 0 - / 1. aow-L- Operable Panel. • • • • • •• • •• • • F �� / / / ,pp rsd tidew�.•4r aYlor9s ••• • •• ••• •• ••. ••••�• ••• ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /4115-rR eefir` of MIAMNDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) AWP Windows and Doors, LLC 8130 NW 74th Ave ' Medley, FL 33166_ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1800"Aluminum Outswing French Doors w/ wo Sidelites-LMI APPROVAL DOCUMENT: Drawing No. W01-64 Rev K, titled "Series" 1800" Alum Outswing Doo w/ sidelite (LMI)", sheets 1 through 15 of 15 (inclusive sheets 1.1, 2.1, 4.1 and 10.1), dated MAY 06, 2016, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Contrite enewal .tame• I with the Notice of Acceptance number and expiration date by the Miami -Dade County Pr"cxl ct3ontrot Aription. • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • . . ••• • • I Limitations: H • • • 1. Applicable Egress door sizes per table sheets 4 & 4_1 must comply with min clear doe•••• j fight=80�'anaclear door • width=32". The Door Height=frame height -2.5" and Door width=frame width-3.5"oi 2S'(S) or -3•Z5 pr 2"(DJs . • • • ,2. Applicable anchor at sill is 'A" Ultracon w/ 1-3/4" into concrete. ••••.' '.'.'.' • 3. SHW is integral part of single door application, door not to exceed 39-1/2W X 84"H thtihaax DP=+, -65 PSF . • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, statend aeries and following statement: "Miami -Dade County Product Control Approved", noted hereirt... • ; • • • tRENEWAL of this NOA shall be considered' after a renewal application has been filed and there has beetrno '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 renews NOA #15-0615.01 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 1. Chanda, P.E. NAM I RADE COUNTY APPROVED NOA No. 16-1110.01 Expiration Date: January 03, 2022 Approval Date: December 22, 2016 Page 1 • 'AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections( See files below) 2. Drawing No. WO1-64 Rev K, titled "Series" 1800" Alum Outswing Doo w/ sidelite (LMI)", sheets 1 through 15 of 15 (inclusive sheets 1.1, 2.1, 4.1 and 10.1), dated MAY 06, 2016, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ' B. TESTS (Submitted under files #15-0615.01/#11-1209.07/ # 10-0930.07/09-0316.05) 1'. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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 202-94 Along with marked -up drawings and installation diagram of an OXO aluminum Outswing door, prepared by Fenestration Testing Lab., Test Report No. FTL-5701, dated 11/13/08, signed and sealed by Carlos S. Roinda, P. E. Along with marked -up drawings and installation diagram of Single Outswing door w/ SHW, prepared by Fenestration Testing Lab., Test Report No. FTL-5675, dated 09/11/08, signed and sealed by Carlos S. Roinda, P. E 2. Additional Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 2Q3.94• Along with marked -up drawings and installation diagram of an alumiriumbutswin'D'oor w/ 3 -point lock, prepared by Fenestration Testing Lab., Inc., Test RepQ t. (I. FTE; *, • dtd 6 /25/02, signed and sealed by Edmundo Largaespada, P.E. (Submrtt44lunder#06.1229.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . • • • • . • • • • • • • 2) Uniform Static Air Pressure Test, Loading per IC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94.'..' •..'.• 4) Large Missile Impact Test per FBC, TAS 201-94•; • 5) Cyclic Wind Pressure Loading per FBC, TAS 203t94 • 1 . 6) Forced Entry Test, per FBC 2411 3.2.1, TASIgil- 4 •' • • • ; • • Along with marked -up drawings and installation diagram of double Outswing alumiritugt French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2682; dtd 7/12/01, signed and sealed by Luis Figueredo, P.E.(Submitted under NDA #03-0805.07 Yale Ogron Mfg. Co.). C. CALCULATIONS (Submitted under files #15-0615.01) 1. Anchor verification calculations and structural analysis, complying with FBC 2014(5' Edition), prepared by Al Farooq Corporation, dated 06/03/15, 03/30/16 and last revised on MAY 06, 2016, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). t s�... 1. LL -- Ishaq L Chanda, P.E. Product Control Examiner NOA No. 16-1110.01 Expiration Date: January 30, 2022 Approval Date: December 22, 2016 • • • E-1 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-1105.10 issued to SAF-GLAS, LLC for their "SAF-GLAS Polycarbonate Glass Interlayer", expiring on 12/16/17 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS (All items except #1, submitted under files #15-0615.01) 1. Statement letter dated 11/15/16 issued by AWP, LLC requesting Renewal with no change, signed by Gerardo Beros, Director of Engineering. 1 2. Statement letter of conformance to FBC 2014(5' Edition) and "No Financial interest", prepared by Al-Farooq Corporation, dated 07/28/15, signed and sealed by Javad Ahmad, P.E. 3. Statement letter of compliance, as part of the above referenced test reports. 4. Sales agreement between AWP, LLC (Acquiror) and Arch Aluminum & Glass Enterprise, a Delaware Corp (Asset Seller) dated MAR 20, 2014, signed by Paul Schmitz, President and Tim Morris Jr., President, respectively. 4 5. Statement letter dated April 20, 2015, issued by Trulite Window & Door Solution, LLC, stating Trulite has legally sold to AWP Windows and Doors, LLC, all the NOA(s) per schedule A and gave -up all rights to NOA(s) and request to rescind all NOA(s) under Trulite, 4igntti by Kevin Barret, CFO (Trulite). :• •••• • 6. Statement letter dated July 15, 2014 requesting name change from Trulite windows and dporS:. solution, LLC to AWP windows and Doors, LLC, signed by Gerardo flews, Director of • • Engineering (AWP). .•••• .••••. • 7 Asset purchase agreement dated 11/01/06 among AWP, LLC (BuygrXiiiJ Yale;C1g/on Wilicfq;s & Door Inc. (seller), signed by Leon J. Silverstein and Manny ValladAre4 respl`rtruely (submitted under #12-0118.32/ #11-0222.02). •• • •. • • • • ▪ • G. OTHER .. . ... . • 1. This NOA renews NOA #15-0615.01, expiring on Jan 30, 2022. • •' 2. Test proposal #14-0778-R dated 10/28/15, dated 06-14-00, 09-20-01 and 11-06-07, approved by BCCO. 3. Previous associated files are #15-0615.01(Trulite windows and doors solution, LLC), #11- 1209.07 (Trulite windows and doors solution, LLC) # 10-0930.07/#09-0316.05, #03-0805.07 (Yale Ogron Mfg. Co) Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 16-1110.01 Expiration Date: January 30, 2022 Approval Date: December 22, 2016 E-2 ) ( ( r 000RS/SIOEUTES ARE RATED FOR LARGE AND SMALL M SSILE :4PACT. SHUTTERS ARE NOT REOU(REO. RIES IDOD AI IOM OCI'SIFINC DOOR W/ SIDEIJTES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS 17TH OR 607HO::1 SIDELRES. SLOE 1ITE5 CAN 86 ON ONE OR BOTH SIDES OF DOOR. 5060 SHEETS 4 & 4.1 FOR DESIGN LOAD CAPACmES. 37 1/2' MAX. 0006 FRAME WIDTH 6 3/4" MAX. HEAD/5LL CORNERS CONCEALED FLUSH 80.TS SEE 500_(1 5 DR DESORPTION WEN 06TIDN5 11 OR 87 (OPTION I1 SHOWN) SET SHEET 5 FOR DESCRPOON 7H5 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BOLDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). IBY OR 23Y WOOD BUCKS BY OTHERS. MUST BE ANCHORED PRCPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE A5 USTEC. SPACED A5 SHOWY ON DETAILS, ANCHORS EMBEOATENT TO BASE 4ATERUL SHALL 8E BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS MOT SHOWN IN THESE DETAILS ARE NOT PAR.' OF THIS APPROVAL A LOAD DURATION INCREASE 5 U5E3 IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESS'BLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/4ETAL SCREWS, THAT COME INTO CONTACT W1114 OTHER O1551M1LAR MATERIALS S1AL1- MEET THE REQUIREMENTS OF THE 2014 FLONDA 8UV-0ING COOS. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE 5 REQUIRED. 23 7/6' MAX. D.L. OPG. A MAX. LEAF W 0TH TYPICAL ELEVAOON „sin= LEAP DOOR _41 6 3/4" MAX. HEAD/541 CORNERS 71 3/4' MAX. A DOOR FRAME W004 12' LE. r+1 I i5 m — 1--=---rt--1- • ./ OO / _J-' Dl, DPG. ✓ \ — / \ \ \N. \ II _\ 11 % 11/ f J1tt__ / , ACTN( WACTh 12' 23 7/8' MAX. D.L 060. 34" MAX. LFA( MOTH TYPICAL LUNATION ( XX ) j1U0T _i EAPJ)O0R DOOR OPTIONS IAMLYAT7D GLASS 7YPES 'A' 'F1' & 'n' SEE SHEET 4 FOR DESIGN PRESSURE RATING ILMI5 C.. „pNAwe 11 IT -04150/ A� AWr R�eT[wIIM TRe DUC F REVISED 44wPi21wy.P1 1,6 6. GLASS D.LO. 0' V5, 0.L0. HEIGHT (DOOR & SIOEUTE) = FRAME HEIGHT - 13' 6.1.0. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH - 13.625' 0.1.0. WIDTH (XX DOORS) _ (FRAME WIDTH - 24')/2 SURFACE APPLIED FALSE MONTINS MAY BE USED LOCK OPTON5 81 OR (2 (CPRON 541 /1 5SIOWN) EE LT 105 0(567161116 1 PRODUCT NCNCWfp • NJI+F •.IN.4 FlN0 %Wag Co. l01HnIW DANK; 2.22 My▪ N 44 •• •••• • • •••• • • •• •• • • • • • • • • • • • • • v•e • ' • • •• • ••• • • • •••• •• • • • • •• • • • • • 1 • • • • • •• • • • ••• • • • 36 1 /2" MAX. DOOR FRAME 410'8 6 3/I" MAX. 0407/51.1 C04'ERS 1 R 2 LEAF n[ stir 82 3/4* NAY. 0.L OPG. C� +-1 L 1— {l / \ y _y i/ 1' O e \ N. n` (B) ii \ ACTYE 23 3/I" MAX. I. CPC. 36' MM. LEAF W10T4 TYPICAL EI EVATION (X) SINGLE LEAF DOOR LOCK CROONS 11 OR /2 (OPTION /2 S80101) SEE 54EE1 5 FOR DESCRPT0N 6 3/4' MAO. HEAO/SILL CORNERS DOOR FRAME MUM us i.s g / / / / : / \ \/ \ \ �� \_7i l Y. / 1i ( ACT NE 144466 E 24 3/4' MAX. 0.1. OPC. 36' MAX. —IEAF DOO12 OPTIONS INSUL. LAM. GLASS TYPE SEE SHEET 4.1 50R DESG\ PRESSURE RATING GLASS DID DM5, 0.10. HErGHT (DOOR & SIDEUTE) = FRAME HEIGHT - 13- D.L.O. WIDTH (x DOORS & 0 PANELS) - FRAME 410TH - 13.750" 0.1.0. WIDTH (Xx DOORS) - (FRAME WIDTH - 24.501/2 WIDTH I1 TYPICAL ELEVATION ( 00 ) MAL IEAF)OO_R SURFACE APPLIED FALSE MUATIMS / MAO OE USED LOCK OPTD\5 ,048O 08 12 56044) SEE 54EET 5 40P OESCRIPrION RRODD(5 REVISED *084416444,.i44 ,4e Msrru. bonding C.& AXeg1...4 HI I f-o6/ye 1 7'.ylrwl.. oa 113,1/1_7 A{E aE' arlh �r.�.e c.M W M • . . . .. . . . . . . ...• i... •. •. . . •••• .... • • .. . . • . . . .. .. .. • . •• .• . . • . • . • • • • . ( .. • ... • • . 6 3/1' MAX. HFAD/SI:L CORNERS 1..• MAX. FRAME WIDTH 12' MAX. -Jr HEAD/SILL to Q HH 3• 23 7/8' MAX. D.L. OPG. 3.• MAX LEAF WIDTH 23 7/8' MAX. D DPG. 3.' MAX. LEAF WIDTH TYPICAL FT FVATTON ( 0XX0 ) FITII_PM1EL_SIDELETE L 12' 3• LOCK OPTIONS /1 OR j2 (OPOON /1 SHOWN) SE'' SHEET 5 FOR DESCRPTION NOTE: THE FRAME AREA OF ALTERNATE 5 ZE UNIT MUST NOT EXCEED TESTED FRAME AREA = 95.75 50. F1. SURFACE APL ED �- FALSE MUNTINS WO' BE USED IOC MAX. HEAT/SRL CORNEAS DOORS WITH SIDEI.ITES OPTIONS LAMINATED GLASS TYPES 'A' 'B' & 'D' SEE SHEET . FOR DESIGN PRESSURE RATING fit 23 7/8' 1 =-1 i Ii WL D.L. DPG. LOCK OPTIONS11 1 1 34' MAX. /1 OR /2 (OPTION /2 SHOWN) 5EE SHEET 5 FOR DESCRIPTION PROOIXT 41/1S0 TYPICAL ELEVATION „pE Oa ( oxxo ) LEAF WIDTH BITH DIRECLSELSIDP.I.ITES NOTE:« 1.1 liy A THE FRAME AREA OF ALTERNATE 000 UNIT MUST NOT EXCEED TESTED FRAME AREA = 71.81 50. FT. MA0757 REVISED MW POI& boating C.& Ammo.a NA / -0 1 E;aFMyy=O�h I 20/1 Ma .Y P.M r1M.a cWW1.1 .... . , . . .... . .. . . ... ... . . . . • . .. . . .... • . • . .... •. • • . .... .... . . .. .. .. . • . .. • . . • • • • • .. • • . ... ... . . Ba _ \ \ \ \ \ \L, 0 Com' ______===TIF-==° ✓ 1 / / ht- it kI ACME - HA" 23 7/8' MAX. D.L. OPG. 3.• MAX LEAF WIDTH 23 7/8' MAX. D DPG. 3.' MAX. LEAF WIDTH TYPICAL FT FVATTON ( 0XX0 ) FITII_PM1EL_SIDELETE L 12' 3• LOCK OPTIONS /1 OR j2 (OPOON /1 SHOWN) SE'' SHEET 5 FOR DESCRPTION NOTE: THE FRAME AREA OF ALTERNATE 5 ZE UNIT MUST NOT EXCEED TESTED FRAME AREA = 95.75 50. F1. SURFACE APL ED �- FALSE MUNTINS WO' BE USED IOC MAX. HEAT/SRL CORNEAS DOORS WITH SIDEI.ITES OPTIONS LAMINATED GLASS TYPES 'A' 'B' & 'D' SEE SHEET . FOR DESIGN PRESSURE RATING fit 23 7/8' 1 =-1 i Ii WL D.L. DPG. LOCK OPTIONS11 1 1 34' MAX. /1 OR /2 (OPTION /2 SHOWN) 5EE SHEET 5 FOR DESCRIPTION PROOIXT 41/1S0 TYPICAL ELEVATION „pE Oa ( oxxo ) LEAF WIDTH BITH DIRECLSELSIDP.I.ITES NOTE:« 1.1 liy A THE FRAME AREA OF ALTERNATE 000 UNIT MUST NOT EXCEED TESTED FRAME AREA = 71.81 50. FT. MA0757 REVISED MW POI& boating C.& Ammo.a NA / -0 1 E;aFMyy=O�h I 20/1 Ma .Y P.M r1M.a cWW1.1 .... . , . . .... . .. . . ... ... . . . . • . .. . . .... • . • . .... •. • • . .... .... . . .. .. .. . • . .. • . . • • • • • .. • • . ... ... . . 6 7/4 - MAX_ 004 LL CORNERS S OftNERS 145 1/4' 90. 12' NAZI. HEAD/SILL FRAME 911..TH 12' 12" Z. -7f7- FRAME HEIGHT 1 11 11 1 loll - II O m 01\ © ti\ / \\ / / / / \ \ G /. \ \ I\ 1 I�_r / i l I. /i It __-_�____ i I I ACNE �IWI ' LA 24' MAX. O.L. on. 74' MAX. 24 7/4" NAC 3.1- 35- .L35' MAX. LEAF WIDTH UK WITH r LOCK OPTIONS Jl OR /2 (50917. 02 5 H)W1) FOR DESCRIPTOR TYPICAL 11 ENA1ION ( OXXO ) H ORS WTTLI PANEL SIDELITES SURFACE APPLIED FALSE NORMS 4490 BE USED 146 :/4 44A11. (Mi .0 FRANC 6OT11 7' L 7' MAX PEAD/S CORNERS OR.VERs U 32 1/2' 1143. D.L. OPO. 76' MAK. .� LFA' 91014 TYPICAL ELEVATION 41.4 LOCK OPTIONS ^i u /t OR 92 (0,101 /1 SHOWN) SEE SHEET 5 FOR 015CR46104 PRODIIC F REVISED mn0i'MA with lb* Floras k... 404. A�:.s....e No IS -d/15,31 6 4044.. Nle /716111 k9)4. 1'nin Coned ( OXXO ) 1)1ORS WITH DIRECT SRT SIDELITES NOTE: THE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA = 97.24 S0. FT. ,DQORS WITH SIDEIJTES OPTIONS JNSVL._LAM GLASS TYPE 'E' 500 SHEET 4,1 FOR DESIGN PRESSURE RAT64G PRODUCT *BNC*40 oIDOTOO M•ROsiollo 7_ 44 fl2. *..Mons N. ltd ``1 �U\1111111 1 N. ng� IV • • •• • • • • •••• • • • •• • • •••• • • • •• • • • •. • • •••• •••• • • • • • ' • •••• •••• • • •• •• •• • • • • •• • • • • • • • • • • • •• • • • • • • • • •• • ••• • • • .092' 01,UM PANEL 5/8' THK. PLYWOOD .092' ALUM PANEL 39 1/r MAX. COCA FRAME WIDTH 36 5/8' VAX. 6 3/4' MAX. HEAD/SIL CORNERS _OAF W'.0111 13 3/4' MAX IHEAD/SLL LOCK 001104.9 j1 OR /2 (OPTION 01 580048) SEE SHEET S� FOR DESCRIPTION S.11. WINDOW SILICONE GE 2800 / .\\,810 X 1' PH 5M5 `AT 6' FROM ENDS AMO 18' 0.C. MAX. DOOR PARDAL AI 61.1 CLAD PANEL GLAZING DETAILS 5 5 01\ ca 11 141111 /i s� �4/ i, 28 1/2' , WINDOW WIDTH 25 3/8' 1 C.L. OPO. (11)(10)--'- 8 1/4' MAX. / PAR1ML / ALUM CLAD P10W00D PANEL 27-1/2:A4101 MAX. 33-i /l' HOGHT MAX. 3/ TYPIC.I EI—N_ADON ( X ) FOR DESIGN LOAD CAPACITY SEE SHEET 4 5 6 /// HEAD/SILL CORNERS 24' 0.L 000 26 1/4' VENT WDTH NOTE: AWP 5'MGLE HUNG WNDOW 15 INTEGRAL PART OF THIS 0008. 4ROD2UC1 W8NC• +M se nee* UAW, Cote A4aMeeee Re tc-Itle.ei Eq'vely •eY 1� ]e 7,y, SINGLE LEAF DOOR WET$ !1 SER1E5 500 .SPIGLE HUNG wow. 1YSER( WINDOW INSERT OPTION PRODUCE REVISED tlee P12Lw2 welt Ow Fled& M6Wq Ce6 Nit who Res N 1•1 •p1 Eybetl� rH �(L� 4 CeeRd J wog Q�aak' (sheet 3 0615) 1 1 1 } •••• • • • • • • • • • • • • •• • •••• •, • • • • •• • • • • • •••• •••• • • • • • • •••• •••• • • •• •• • • •• • • { • • •• • • • • • • •• • • • • • • • • • • • • •• • ••• • • • SINGLE IRA8 (X) DOORS W7560LT SIDEI.ITES DESIGN LOAD CAPACITY - PSP DOOR FRAME WIO-al (INCHES) DOOR RUNE HEOHT (INCHES) GLASS TYPE° 'A'. '11' 00 '0' EXT.(*) INT.(-) 31 1/2 79 3/a 65.0 65.0 37 1/2 55.0 65.0-- 31 1/2 63 3/4 650 i 650 37 7/2 65.0 i 65.E 31 1/285 3/4 65.0 65.0 37 1/1 55.0 650 37-1/2' VAX. DOOR N FRAME WON 4 ( X ) DOUBLE LEAF (11() DOORS WITHOUT SIDEUTES DESIGN LOAD CAPACITY - PSP ,0000 5006 GLOSS TYPES ERNE Worth .RAVE HE3vT .a. '6' OE .6' (INCHES) (INCHES) EX".(-) Y.T.(-) 60 (INCHES) 65.0 65.0 71 3/4 79 3/4 65.0 65.0 I60 ! 65.0 65.0 71 3 a / � 83 3/a _65.0 65.0 65.0 60 650 65.0 65.0 71 3/4 { 95 ]/a 650 65.0 71-3/4' VAX. DOOR MARE WOTH (XX) SINGLE LEAF (X) DOORS WITH S.N. INSERT DESIGN LOAD CAPACITY - PSI, DOOR DOOR 5/6' PLYWOOD FRAME WON "WE H0GHT .092' ALOY PANEL. (INCHES) (INCHES) EXT.(-) IM.(-) 31 1/2 (INCHES) 65.0 65.0 39 1/2 63 J/! 65.0 65.0 LOWER DE57GN PRESSURE FROM ME SINGLE DOOR OR AWP 51NGLE HUNG WNDOW SHALL CONTROL THE ENTIRE UNI). { { ( ( STAYIONARY PANEL (0) OR DOORS WITH 51DEIITPS 0E.SIG5 LOAD CAPACITY - PSP 0000 0009 PANEL DIRECT 501 CLASS TYPES ERAVE 11OCHI 45044E 5.1131-1 50EUTE 10318 SOELITE MDT, .A.. 'N OR 'D. (INCHES) (INCHES) (INCHES) (.NCHE5) EXT. (f) IM. (-) 31 1/7 (X) 30 15 65.0 65.0 65.0 60 (XX) 36 :E 650 79 3/4 41 15 55.7 55.7 Jl 1/2 (x) 30 16 650 65.0 65.0 65.0 71 3/4 (XX) 36 42 16 18 557 55.7 30 1/1 (X) 30 10 650 650 63 3/4 50 (XX) 36 15 65.0 650 37 :/2 (x) 30 t6 65.0 65.0 71 3/4 Co() 36 16 65.0 65.0 31 1/7 (X) 30 16 65.0 65.0 55 3/4 60 (XX) 35 16 55.0 650 37 1/2 (X) 30 16 65.0 65.0 71 3/4 (XX) 3616 650 1 65.0 04DH097 Y 11041172 JURISOICION TO VER TY EGRESS REQUIRE/091S. GLAZING OPTIONS: LAMINATED GLASS TYPES 'A', 'B' & 'D' ACTNE DIRECT SET STJE'_0E W15711 1 0008 FRAYS *10TH EXTE4I60 (X) OR (XX) PANEL SIOEUTE WIDTH NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300-09 (3 SEC. GUSTS) AND FLORIDA 130150I9G COMM.SSION DECLARATORY STATEMENT D:A05-250-219 D00R 06441E 4431* S1DELTE WIDTH 4 \ (00) SDELRE WD -H DOOR FRAME WIDTH .r ILO(, DOOR FRAME 101,1‘Z37' -1/2. EXTERIOR (X) (OXX) ( XXO ) ACTNE ROME PANEL SOEUTE MOM EXTERIOR GOON E MOTH . 71-3/4' (XX) 84 n0� ■IAL'MY n asHM6540.+141 Wr PI•I+ I:sp5gl q,,61 )T( •(.61 V6d16►/•j•tl T -I !2' MAX. SIOEUtE 2 I� sxLTE DOOR FRAME WIDtH *107.1 6RYIE WO111 ( oxo ) SIDEUIE WIDTH , 00016 FRAME TROTH PROOTIC F REMED bMi.10011 ,4114 the E1nW 54.46. 66161.-OtS-O) Eying Oak /734,1 4 )44144 lCA*IIYI RUN5 W01H ( 0XX0) • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • • • • •••• • • ••• • • •••• • • • • • •• • • • • •••• • • • • ••• • •• • • • • •• • • • y • • • • •• • I • • • • • • • • 1 / / / \/ 0 \ \ / ILO(, DOOR FRAME 101,1‘Z37' -1/2. EXTERIOR (X) (OXX) ( XXO ) ACTNE ROME PANEL SOEUTE MOM EXTERIOR GOON E MOTH . 71-3/4' (XX) 84 n0� ■IAL'MY n asHM6540.+141 Wr PI•I+ I:sp5gl q,,61 )T( •(.61 V6d16►/•j•tl T -I !2' MAX. SIOEUtE 2 I� sxLTE DOOR FRAME WIDtH *107.1 6RYIE WO111 ( oxo ) SIDEUIE WIDTH , 00016 FRAME TROTH PROOTIC F REMED bMi.10011 ,4114 the E1nW 54.46. 66161.-OtS-O) Eying Oak /734,1 4 )44144 lCA*IIYI RUN5 W01H ( 0XX0) • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • • • • •••• • • ••• • • •••• • • • • • •• • • • • •••• • • • • ••• • •• • • • • •• • • • y • • • • •• • I • • • • • • • • 1 SINGLE LEAF (0) DOORS WITHOUT SIDEUTES DESIGN LOAD CAPACITY - PSP 0006 DOOR GLASS TYPE FRAME 91051 FRAME 0EWN' E' (mots) (*CPU) EXT.(*) 1\T.(-) 31 1/2 (11.O4455) 65.0 - 650 OB 1/2 79 3/4 65.0 650 31 1/2 35 65.0 650 83 3/4 38 1/7 65.0 65.0 31 7/2 95 3/4 650 650 38 1/2 95 3/4 65.0 65.0 38-1/2' MAX. DDDR FRAME W10 h ( X ) DOUBLE LEAP (00) DOORS WITHOUT SIDELTTPS DESIGN LOAD CAPACITY - PSF 0008 0000 GLASS TYPE FRAME W0T-1 FRAME HEIGHTS' FRAME 0007-6 (INCHES) (II4'01E5) 606.59) 14'.(-) 60 (11.O4455) 65.0 65.0 74 3/4 650 650 ' 60 35 65.0 65.0 74 63 3/4 65.0 650 50 ESO 65.0 65.0 74 95 3/4 65.0 65.0 74' VAX. rDOOR FRAIJE MOTH / (69) STATIONARY PANEL (0) OR DOORS WITH SIDEIITES DESIGN LOAD CAPACITY - PSF 0006 0000 PANEL DIRCCT SET GIASS TYPE FRAME 0007-6 INANE WO/H 510ELITE 01010 510EVTE 64379 E (100615) (11.O4455) (INC415) (NC -E5) Ext. (3) INT. (-) 31 1/2 (%) 30 35 65.0 65.0 65.0 60 (XX) 35 36 ESO 74 3/4 42 36 55.7 55.7 1/2 (%) 30 36 650 650 ]I (%%) 36 36 65.0 65.0 42 36 _ 55.7 55:1 31 1/2 (x) 30 36 65.0 83 3/4 60 (XX) 36 36 65.0 _810 65.0 38 3/2 (X) 30 36 65.0 65.0 74 (XX) 36 36 65.0 65.0 31 4/2 (4) 30 36 65.0 65.0 95 3/4 60 (%X) 36 36 850 65.0 38 1/2 (X) 30 38 65.0 65.0 74 (XX) 36 36 65.0 65.0 AUT1409.76 HAVING JURISDICTION TO VERIFY EGRESS RE0'JIRLIICNT5. GLAZING OPTIONS: INSUL. LAMINATED CLASS TYPE 407 DIRECT SET 5IOEt'T0 010TH .J- DOOR FRAME N10TH (x) 06 (XX) EXTERIOR PIMWUC5 .60*C N ▪ ddAM Cads AnaFraue No /L -o EsFiraa�N• -�o^."� 6alAol OSId P4oAltlf�t w 4r IAV(. 510E5 TE WIDTH 0 (0) 0000 FRAME SIDELIIE SOEUTE DOOR FRAME 5JELTE I W_OrH_y_JDm / g m Q WIDTH *10TH ( 0X0 ) SOME SIDE0TE 100'H 00011 FRAM4 WIDTH 001H DOOR FRAVE 88500 • '' / / / K/ . \ i \ / 'RAVE 111016 ( 0X0 ) SOME SIDE0TE 100'H 00011 FRAM4 WIDTH 001H DOOR FRAVE 88500 • PANEL SCAM MTH MIS. 0000 FRAME 1110T'4 59-1/2" 2031606 (X) ( OX%) ( 7010 ) ACTA 114ACTIVE PMEI SOEUTE WIDTH AIN(. DOOR FRAME WOTN 71' EXTERIOR (60) A /1\ / \ \ / PANEL SCAM MTH MIS. 0000 FRAME 1110T'4 59-1/2" 2031606 (X) ( OX%) ( 7010 ) ACTA 114ACTIVE PMEI SOEUTE WIDTH AIN(. DOOR FRAME WOTN 71' EXTERIOR (60) 'Room r antlers INNe t Cod. Oft 61842 Lomb. 0.0 +itKpe, Fi.dKr CaoRNI' 70592 (OXXO ) • iu r 1IITrq/' ( IE OF •j`/( /ONAI F' r\11111111111Y1` ,16-heet 4.I ot j 51 ••• • • , • • • •••• • • • • •• • •••• • • • • • •• • • • • • •••• •••• • • • • • ' • •••• •••• •• • • • • I• • •• •• •• • • • ) • •• • • • • • •• • • • • • • i • • • { •• • ••• • • • /1\ / \ \ / FRAME %f0TH 'Room r antlers INNe t Cod. Oft 61842 Lomb. 0.0 +itKpe, Fi.dKr CaoRNI' 70592 (OXXO ) • iu r 1IITrq/' ( IE OF •j`/( /ONAI F' r\11111111111Y1` ,16-heet 4.I ot j 51 ••• • • , • • • •••• • • • • •• • •••• • • • • • •• • • • • • •••• •••• • • • • • ' • •••• •••• •• • • • • I• • •• •• •• • • • ) • •• • • • • • •• • • • • • • i • • • { •• • ••• • • • LAMI4AITO CtA5S SILICONE_ III--- TYPES A B & 0 GE 2300 t \(SEE DE1AL BELOW) 1 7i GLAZING DETAIL AT D1RECTSET SIDF.I ITP GIAZING DETAIL AT DIRECT SETS11 Th, 1/8' HFA' STREN'D GLASS .015' URETHANE ADHESIVE .070' intenoyer SAF -GUS Polye bogie 0 FI/8• NEAT STREM'D GLASS pp SI2CONE GE 2800 031 GLASS TYPE 'A' GLASS TYPE 'B' 3/16• HEAT STREN'0 GLASS BINGES' 00TRUDED 1/B' THK AND 7-1/2" LONG TWD -PART ALUMINUM BUTT H,NCE (PART No. YH-550), THREE PER LEAF, 11-I/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER UNE ANO ONE AT M%OSPAN. LOCK OPTIONS: p1 ACTIVE LEAF' STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FCR PRE -FABRICATED LOCK STILE PART No. YE -802, WITH 2-1/8" OGRE AND 2-3/8" BACKSET TO FIT STANDARD LOCK SET), KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTER00 AT EACH ACTIVE LEAF . ACTIVE/INACTIVE LEAF. MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WADI STEEL EXTENSION ROO, ALOMIBUM FLUSH BOLT GUIDE. STAINLESS STEEL FLUSH EOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AI THRESHOLD. AT 1C -I/2' FROM TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. DEIZIEL/2 ACIIVE LEAF.' MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT ACTS LEAF (FOR PRE -FABRICATED LOCK STILE PART No. YE -837) WITH THROW BOLTS CONNECTED TO MORTISE LOCK SET. ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON TFE EXTERIOR AND THUMB TURN ON THE INTERIOR INACTIVE LEAF' MANU=ACTURER'S MANUALLY OPERATED CONCEALED 0NC DIE-CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE. STAINLESS STEEL FLUSH BOLT ADJUSIMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD. AT 10-1/2' FROM 10P & BOTTOM O° INACTIVE LEAF. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERODS OF HJRRICANE WARNING. .090• o-tencyer Sone. Cleo, Mb d CoGlass By 'Eastman Ceemkal Co.' .015• URETHANE ADHESIVE F3/16' HEAT STREV SILICONE GE 2800 GLASS TY1 'D• DOOR/PANEL/SIDELITE GLAZING OPTIONS 'D GUTS 3/16' TEMP. GLASS 5/16' AR SPACE 1/8' ANN. GLASS .090' 'it /. Orr 5YN'E Deo. Md Cob, Class By 'Eastman Ceembal Co.' ` ( 1/8' AVN. GLASS V10.N.sA l MLVANAse esessktes Ml►sN Flnlr AeegrseahCods /i'uo/ VIIRO teeMsNee Osla 7- es cent N'f REe. plTiq me. Ik ilsllds y Cede Asest.tleee lrb L/ •p/ •F.yireLLemar 4N Ali dlstCaalVN 1 DURASEAL SPACER BY '01UNEX' SILICONE DOW CORNING 899,-n_8 GE 2800 /10 X 1• FH 5MS AT A• FROM ENDS AND 10' 0.C. TYPICAL GLASS TYPE 'E' 13/16. OVERALL INSUL LAM. GLASS TE -8833 }5 GLAZING ADAPTER OPTIQSS LauuMll�l!igy"F� • *77 • • •••• • • •••• :sheet 5 0115 • • • • •• • •••• • • • • • •• • • • • • •••• 1111•• • • • • • • •••• •••• ••••J •• • • • • • • •• •• •• • • • • • • •• • • • • • • • • • • • • • •• • ••• • • • { 3/4' WN. THROW BOLT PENETRATION 1 3 yJ 1 2 ( r TYPICAL ANCHORS SEE ELEVATIONS / FOR SPACING /� EOGE'CIST I ai /. sg PROPERLY SECURED IBV W007 SUCKEDGE ,EDGE -,DISI. / _ . cPgc"RP1E 110 x 3/4' N. 5M5. AT 4-3/4' FROM ENDS AND 14' 0.0. MAI.. TYRE -AL c> EDGE DIST. 'CCNCRETE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING OUTSWINc_OPERATING UNITS LTYPICAL ANCHORS SEE ELEVATIONS FOR SPACING NI ALTERNATE .- --- — f4T@r!niii LEDGE OAST 1 TYPICAL ANCHORS -5EE ELEVATIONS FOR SPACING EDGE 0 METAL STRUCRJRE (SEE SPEC) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED OUR NG PERIODS 00 000RKXIE WARNING CDNCRETE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE ...0K'1 wawa. ,a0lY1+A+N►111! rude Rei06q Code An:Waste WI/4n)n. D ) PAPAm1a ii Z. WOOD BUCKS AND METAL STRUCTURE NOT BY AWP MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 1HEM TO TILE BUILDING STRUCTURE. TYPICAL, ANCHORS: SEE ELEV. FOR SPACING 1/4- DIA. ULTRACON BY 'ELCON (F- .177 KS. Fy.155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-1/r MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONCRETE (BEAD) 1-1/4' MN. EMBED INTO MASONRY (JAMAS) DIRECTLY INTO CONC. OR MASONRY 1-3/4' MIN. EMBED INTO CONCRETE (LEAD/RLL) 1-1/4' MIN. EMBED INT0 CONCRETE (JAMBS) 1-1/4' MN. EMBED INTO MASONRY (JAMBS) 114 SMS OR SFLF DRIP I INC SCRFWS (GRADE 7 CRS) INTO MIAMI -LADE COUNTY APPROVED MJLLIONS (HEAD/JAMBS) ALUMINUM : 1/8' THK. 6/4. (60663-15 MIN.) (NO SHIM' SPACE) INTO PETAL STRUCTURES (HEAD/JAMBS) STEEL I/O' THK. MIN. (Fy = 36 X51 MIN.) (STEEL IN CONTACT WiP4 ALUM.NUM TO BE PLATED OR PAINTED) TYPICAL FDGE DISTANCF INTO CONCRETE AND MASONRY = 2-1/2' M -N. INTO WOOD STRUCTURE = 1 M.N. 1610 METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD OR .16485 SG - 0.55 MRH. CONCRETE AT HEAD. 50.L OR 14M85 Fe - 3000 P51 MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS FIR - 2000 PSI MIN. SEALANTS: FRAME AND LEA= CORNERS, INSTALLATION SCREWS. AT SILL AND ALL METAL PARTS CONNECTi0N5 SEALED WITH CLEAR COLORED SLICONE. .s • !NIT/PIM. [L ANCHORS SCR ELEVATIONS EDGE DIST.^ FOR SPACING P40D1 NEVICED 14114414044.499114114141 Wallas Cede /s ro6AoFAISNAIN CNN • • • • • • • • • • • • • • • • • • • • • • • • N • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • •• • • • • • '• • • • SHIA N RE STRUCTUREEC'UR (SEE T SHEET 6) TYPICAL ANCHORS SEE ELEV. FOR SPACING •/A• MAX. SYV . TYPICAL ANCHOR) SEE ELEV. . FOR SYA0 NC\ •t1 • 0 ACTIVE EXTERIOR t EAE 91011 1/X' MAX. �� SHIM 0008 4080E W')'H PROPERLY StCURWD per W000 BOCK )4s' \ IYPICAI ANCHORS I• SEE ELEV. • FOR 5PAC01C (�9 LOCK OP11CN 1 OR 0 LOCK OPTION 2 (SEE SHEET 5) { 1/A' MAX. SHIM \ 28Y WOOD, B'.4CK \OR W000 SBUCT,;RE CONCRETE OR • MASONRY OUTSWING OPERATING UMTS r �OP'ION 1 CR & LOCK OT.ION 2 (SEE SHEET 5) DOOR FRAME WOTH rE) ALTERNATE EXTERIOR ACTIVE INACTIVE iI /10 0 3/0- PH. 505. AT ♦-J/a' FROM ENO O 18 O.C. MAX c 2 LOCK 04005 2 (SEE SHEET 5) EXTERIOR L3 POINT LOCK ON ACTIVE LEAF OPTION J PRODUEr REVIR[• errrapaybe MN Ra16 5.1611.m Ode A0.pa.KN. tr-,2 /s. J 114117 A4 Qw.�l TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 mom maim, 8dl. C. wlN l/Wl& es A.ag,o C.A..0/L-//45.0/ . Miami OrN/Notark..4. • • • • • •• • • • • •• • • •••• •••• • 1 • • • • • meet 7 or 15 • •• • • • •••• •••• • • • • • 1 • •••• •••• •• • • • • ' • • •• •• •• • • • • • • • • • • • • • I • • • • • • • • • •• • ••• • • • • • LICE DST. TYPICAL ANCHORS SEE ELEVATIONS FOR S.ACISG 10 X 3/4' PH SMS FROG ENOS ANO 14" OC. MAX. PANEI SIDERITE INSTALLATIQN_ILRT 1L$ /10 X 3/4' P11 SIS _AT 4_3/4' PROW ENDS AND IC O.C. YAX. TYPICAL SILICONE /IO % 3/1' PH. SMS. AT 4-3/4' FROV EN05 AND I4' O.C. MAX.. TYPCAL / 1 SCREWS NOT REODIRE0. FOR SDOITE/0001 .AII13 CONNECTION TYPICAL ANCHORS SEE ELEV. FOR SDAC.NG • TYPICAL ANCHORS SEE ELEVATIONS FOR S'AONC PANEL SIDELITE UNITS Y 22 EXTERIOR 0001 FRAME WIOII f _ MOUE f REVISED 41414 c. WW die 446 44 444 414.97 / EMR.IY4MeI7 Aaar'441 1444 .7.j-�• — e•OPVC•I 41141421. lbtm fC./s 411i 14 PIIl4 44444 E.4444 •. -flI 22- C• 1 1 .CLe. r;r1 1•14e4 L.4 • • • • • •• • • • • •• • • •11•• •••• • • • • • • sheet a or Iso •. • • • •••• •i•• • • • • • • •••• •••• • • •• •• •• • • • • • • • • • • • • • • • • .• • • • • • • • • •• • 1.• • DIRECT SET SIDELITE UNITS _DIRECT SET SIDF,LITE INSTALLATION DETAIL S SCREWS NCI REDD. FOR SIOEIRE/DDDR JAMS CONNECT ON Bo., Cede MM FMYr ArnFleeee w !� ///O O% FaphoMea M 4ife%22 'Ma \mit •r1 . I/a' MAX. .CONCRETE • OR TYPICAL ANCMOiS SEE ELEV. FOR SPACING EXTERIOR DOOR FRAME WENN DIRECT SET 5100.00 WIDTN MAX. FRAME DOH (SEE SHEET A k 4.1) PRODUCE REVISED D.1kaWlePSCredo wl• 14 'SHWA •uer•.eew •D/ Ekylr.ir Dalt / w�irar2lcOMI OE OF • .!iOR1LAYN � s/�ka� '(41)/11i10-- • • • • • •• • { •••• • • •••• • • • •• • drawing no. WO1-64 Laheet 9 of 15 • •• • • • • •••• •••• • • • • • • •••• •••• • • •• • • • • • • •• •• .`• • •• • • • • • • •• • • • • • • • •• • ••• • • • •• 1 { CO DOCK FRAME HEAD .969 .121 1.547 1 1PRESSURE PLATE 1-1.594_ .061- IJI r \'; SNAP CAP .l7 6 972 1.050 ... I. 1Y GLAZING CHANNEL .653 13 EXT. GLAZING LEG .513-1 .973 1.514 L I d +—.050 1{. 1.051 L- INT. GLAZING LEG (SJ SIOEUIE FRAME MULLION (0, TOP/BOTTOM ,RAIL HINGE ASSEM3LY 4.000 1.500 ,® LOCK STILE .535-1,j-1.490 ® SIDELITE FRAME 2.125 .050 �) GLAZING BEAD EXTERIOR 19510. LAM. 01355 1.536 .262 ��'--.066 1.465 .576 .050ST ' A� l6 —I v GLAZING CHANNEL INTERIOR e4U1.. IAM. CLASS 521 1 ,.- 1.846 .045-i--1 .9e0 35 ��.694 S1DEUTE GLAZING INSERT EXTERIOR NSUL LAM. GLASS I ]23I 1.119 .045- 1.000 36, + 1.094 I SIDELITE GLAZING INSERT INTERIOR INSIA. IAM. CLASS 1 990 jI 1-.i- U f. } `0 J .0]8 4.000 (). STD. THRESHOLD (1HI-RLSETHRESHOLD OPTIONAL THRESHOLD e110881.1CI 201M%02 'Nrt+M 19.I1r198 18•141•6 Ca* 4eee R. -/7/4“p/ 88.1...160 •+LZ L- wN 112008C REVISED �S cawe,N�1lr • • • • • •• • • •••• • •••• • • • • • • W01-64 (heet t0 of 15) • •• • • • •••• •••• • • • • • • •••• •••• • • •• • • • • • • •• •• •• • •• • •• • • • • • •• • • • • ••• • • •• • • ITEM / PART / REDD. DESCRIPTION MATERIAL MANF./SLRPIIER/REMARKS 1 YE -832 1 DOOR FRANI' HEAD/JAMB 6063-T6 - 2 000-810 STD. THRESHOLD 6063-T6 - 7A YE -18713H -RISE THRESHOLD 6063_06 - 29 YE -1340 1 OPTIONAL THRESHOLD - 6063-56 - 5 Th -809 AS 9E00. 5IDELFTE FRAME 6063-56 - 6 YE -801 7/ LEAF 0OCR LEAF TOP AND 901105 RAIL 6063-76 - 7 YE -803 1 DOOR LEAF JAMB - MINCE SIC( 6063-15 - 6 YE -602 1 DOOR LEA' - LOCK SIDE 6063-05 - 6A YE -8371 0008 LEAF -LOCK SIC E (3 POIN1 LOCK) 6063-I5 - 9 YE -506 2/ LEAF 55430 CAP FCR 0009 LFAF & ALL 6063-T5 - 10 YE -516 A5 RFOD. COVER PLATE 8063-75 - 12 YE -824 4/ LEAF GLAZING CHANNEL 6063-06 - 13 YE -835 AS RE01). EXTER OR GLAZING LEG 6063 -TS - 14 0E-633 AS 9(00. 1610615 GLAZING LEG 6063-T5 - 15 WI -623 A5 RE03. GLA21146 GASKET MNYL DUROVETER 7545 SHORE A 16 Y4-602 A5 6E00. W00. r1N WEATHERSTRIPNNG (.187 X .260) - ULTRAFAB 17 Y4-677 A5 RE00. 00,6 WEATHERSTRIPPING (.198 X .260) 0101 DUROMETER 7525 SHORE A 18 YE -649 A5 6E00. ALL WEATHERSTRIPPING POLYPROPYLENE - IDA YE -850 A5 RECO. 51.1. WEA'HERSTRIPP NG Y1NY: - 19 GU 1/ACTIVE LEAF 3 P0641 LOCK MECHANISM (DP'-014AL) 5. 50(01. - 20 YH-810 A5 RECD. FLUSH BOLT ASSY. SERIES 1202 ZINC AL -CAST 21 YN-650 0/ LEAF BUTT 0WCES, AT I1-1/2- 1905 0535 0 LNDSPAN ALUMINUM WTI SS 14 22 YE -805 4/ LEAF 411(55URE PUTS -TIE ROD 6063-T5 2-1/2' LONG 23 VH -630 2/ LEAF 3/6' ON. THREADED ROD STEEL - 24 YH-1318 2/ LEAF 3/8'-16 HEX FLANGE NUT STEL - 25 YH-611 A5 RE00. INSTALLATION SCREW HOLE CAP P:AST,C - 26 YE -842 2/ LEAF ±LUSH BOLT 03,00, 1-1/2' LONG 6063-T6 - 77 'RI -656 2/ LEA' FLUSH BOLT AOJUSIMENI PLATE 5. 530(1 - 28 Y4-681 1 PROTECTIVE BOX 103001. - 79 111-616 1 LOCK SET ASSEM9_11 - LEVER OR KNO9 APES 30 154-617 1 5E40800 055(5810 _ - 31 7H-816 AS RE03. INSTALLATON SCREW COVER STRIP 6063-76 - 32 Th -808 AS REOC. 5WEIJTE FRAME MU105 6063-T6 - 33 YE -847 A5 RE00. GLAZING BEAD EXTERg0 6063-56 - 34 YE -848 AS RE00. GLA2 NG READ I51ERAR 6063-16 - 35 YE -845 AS REOD. ADEUTE GLAZING INSE*1 EXTERK)0 6063-T6 - 38 YE -846 AS RE00. 51DEL11E GLAZING INSERT INTERIOR 6063-06 - 37 - A5 RE00. SETTING BLOCK EPO4 CUROMETER BC -5 5HORE A 38 Th -1627 A5 REOD. GLAZING CASKET A. CUROMEKR 70_5 SHORE A ) { F58090(i RENLWOO F17bF w1.14 nor RTM AF�E'FInMsi )L / U41W•r•, Lo 1 67, 81410 dor Fbr4A A5# 94 No EMrrr. Dista 7 1l �� • • • • • •• • • • • �•••• •••• • • • •• • • •••• I•••• • • • • •••• •••• •• • • • • • • • • • • • •• •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • FRAME UPPER CORNER 5 0 :yr D . STEP— TH REA7E0 Roo oru. EEM:TN PRESSJREONC PUTS 7-1/1 . 3/E WIT NT ACH ENO OF ROC Mh oNCI REhCWR• ▪ e+/1/iw.Ra Ne /W M Moldlos Code il /.eN.enwe o.• Sia, W▪ / 1 ( f DOOR LEAF CORNER ROOK E REVISED h..iwvgw(rt 14 Fln,u. [e/ieellp 4h 7 •••• • • • • •••• • • • •• • •••• •, • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • • •••• • • •••• •• '• • • • • • • • • • • ••• • • • • • • • • • • • • ( TOP FLUSHBOLT ASSEMBLY (E) /tO-N PONE elf utowcur.:u. us -I/3' UAW A.VV. AMC,.O EA0 STIES ISAT Al TOP 00000 80TOV (S -cava CCrte PLA•E PI.TR OOVi.E ROI F.0 SUL IKiS`ir FLUSH SOLT GLIDE AND ADJUSTMENT PLATE ASSEMBLY CONCEALED 10(0 e0.-5 STAIVOSS STEL R::: 20J •MJSISIC PUTS ir+ (2) /5- • I/]' M. 000009-1 505. BOTTOM FLUSHBOLT ASSEMBLY EXTERIOR PROMO d.I.Ma au N e•••00•0N• HE Enols Cras /jz! EvrdEs yMtaf6•T�Ptawed ER•DUCE REVISED sOP olyhoa NH Ik E/rMM boodiCede �ifUb` LCmEEaE • • • • • •• • • ( • ••• • • •••• sheet 12 of ) 5) • •••• • • • • • • • • • •••• •••• • •• • •••• •••• ( •• • • • • • • •• •• •• • • • • • • • • • • • •• • • • ( • • • • •• • • • • ••• • • • 3/4" M;-. THR PENETRATION TYPICAL AVCHORS SEE ELEVA1O S EOR SPACING 3GE MST. CO RETE: 1110 SMS SEE ELEV. FOR SPACING A e- EXTERIOR 1110 x 3/4" PH. SMS. AT 4-3/4" FROM ENOS AN3 14' O.C. MAW., ' CAL SINGLE (X) OPERATING IJNI'j'S W/ S.II. WDW. k } COACRETE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING D1 PROOUCI NIEN•Wel• 11,1.4 CeNN °`�rNr A•x4•Ar. N. 'G—f f IO.01 E..µ.11,. 1110z**, D E , WEEPFIOLES: WI = 1" LONG WEEP NOTCH AT EACH END ALTERNATE • L E LOGE DIST. �/ `SHEKEL ANCHORS FOR ELEVATIONS FOR SPACING ?NOOK T REVISED 1=NPIT4.111. Nrned& An.w.•a N. -at • / Eykrw o+N7 L �s.r raw Guyed 1 • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • • • • •••• •••• • • • •• • • • • • • •••• • • • • •••• i• • • • • •• • • • • • • • •• • • • •• • • • 4 • • • • • • • • VA- 11AX. SHIM • 2BY.r0D BOCK // OR W000 S�RULIORE/ TYPICAL ANCHORS SEE ELEV. FOR 5RACIHG VENT WOTH I/a• MAX. /10 5115 \SEE ELEV. 0011o0c*01511. • ?MCA_ ANCHORS SEE ELN. OR 5RA0'.KG 5.0. *NOM W0TH (7�9 LOCK OPTION 1 OR 0 LOCK OPTION 2 (SEE SHEET 5) IFAS WWTH 000R FRAME WIUTII ROpUC1 Krntow Ihti •RA,4lLvyr A #P#oce NoEsprosion �� (�9 LOCKOR OF ION I `1�9 LOCK OPTION 2 (SEE SHEET 5) 1 •Y•• • • i ( • •••• • • • •• • • iI•• • • • •• • • • • • • • •••• •••• • • • • • •••• Y••• •• • • • • •• • • • •• •9 • • • • • • • • • • •• • • • I • • I ••• • • • • • •• • • • • • 2.220: 055 ) .eN ; EFF -81;,1.327 e� _i .660 L 0:31 FRAME HEAD 1 812 -.052 .71 4j —111.082 L I CJ FIXED RAIL i.999 r- 4 t.118> �I.D55 I.Bt2 F�- VENT 700 RAIL SSA) VENT BOTTO4 RAIL 2.774 3.527 elts .055 1 FRAME SIU. 3.027 j.125 r 1.070— 055 '— )VENT SIDE RAIL 930 - 7—I —f .055 1.292 2.104 1.817-.. L) FRAME 2448 812 S.H. VENT CORNFR DETAIL MX 9 PARTE REGD. DE.RCRHRION MATERIAL MAN?./SUPPIJER/REYARES 1A YE -759 1 FRAHE ICAO 6053-T5 - 2A YE -157 t IBAME SRL 8062-15 - .IA YE -102 2 FRAME VAM9 6063-15 - 4A 7E-152 1 5970 RAR 6063-85 - 59 YE -151 1 VENT TOP RAL 6063-75 - 6A YE -168 1 VENT 807759 *08. 6063-15 - 79 YE -97 2 VENT .148 5053-15 - AA 98-4 AS RE00. GLAZING 8102 ALUM.NIA4 ROLL FORMED 1GA - 2/ VET BLOCK h TACKLE 8NM10E 114 1N-622 AS RE30. 0019 MSG. - 5407,E ROW PVC OuR0ME77t 75 SHORE A 13A - 94-509 AS RE00. PILE-SCHLEGEL .187 X .250 - 690 SEAL (790L18..E) 1 A YH-504 2/ VEYT VENT LATCHES NYLON/CELCON AT 11' (Rev E505 1494 vu -515 2/ VENT Gu LOCKS Zoom AT 11' F1904* FN05 159 910 X 3/4' 8 MANE ASSEMBLY SCREWS CRS PLUM. PH SUS 15A /8 X 1' 2 FIXED RAR SCREYS CRS CA3 PIATEO, P. 5u5 179 /8 X 1 -7/4' 9/ VENT VE51 ASSE949LY 5CRLY5 CRS CAO PLAID, PN 5945 16A u9-590 1 RENFOBCNG BAR (.625 X 317') STEEL. - AIR SINGLE tlVNC RLTOR 1559.5E FOR SL CLE (X) DOOR (SHEET 3)' SCREE]0 'WEEP NOTCH / A7 EACH END OF RETAIN NG LEG I S.1.Feu ORN R DET 1 PMMRIC 1 HMD;.1uto 411.449•549 via 91441•45•0 AavybR4R 8.5_ K Ihnk.a w, =era.. irs PRODUCE REVISED MKM1q Cade OeF1eeW C o/ Rk 11A6 .c1Omni •••• • • • • • • • • •••• •• • •••• •• • , • • •• •• • • • • • •••• •••• •• •• • • • Y •••• •••• • • •• •• •• • • • • •• • • • •• • • • • • • • • • • •• • 1 • • • •. ••• • ••• • • • •