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WS-18-2322�, gytoRFs L�`� FC0 IV Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -8-18-2322 Permit Type: WindoWsliShutters York Ctassirrcation: Window/Door.Replacem Permit Status: APPROVED Issue date: 91612018 1 Expiration: 03/0512019 r-roject r+uuress Parcel Number Applicant 102 NW 108 Street 1121360100010 Miami Shores, FL 33168-4313 Block: Lot: SANDRA GRAGE TRS ALEXANC Owner Information Address Phone Cell SANDRA GRAGE TRS ALEXANDER 102 NW 108 Street (712)269-7528 - - -- - - - - - MIAMI SHORES FL 33168- 102 NW 108 Street MIAMI SHORES FL 33168- Contractor(s) Phone Cell Phone DILBERT ENTERPRISES, INC 786/256-6434 (305)945-0727 le of Work: INSTALL WINDOWS & DOORS IMPACT of Openings: 16 iitional Info: INSTALL WINDOWS & DOORS IMPACT ssification: Residential inning: 3 Fees Due Amount CCF $8.40 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $2.80 Notary Fee $5.00 Permit Fee $260.00 Scanning Fee $9.00 Technology Fee $11.20 Total: $302.90 Valuation: $ 14,000.00 Total Sci Feet: 250 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -8-18-68732 09/06/2018 Credit Card $ 302.90 $ 0.00 Avanaole Inspection Type: Window Door Attachment Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction atoning. Futhermoygil authorize the above-named contractorito do the work stated. Building Department Copy September 06, 2018 September 06. 2018 g a Miami Shores Village AUG o 20 s Building Department -BY._ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 g l)\\ Vr' Tel: (305) 795-2204 Fax: (305) 756-8972 ` _\ INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDINGS Master Permit No. _WS 18 - Z�ZZ PERMIT APPLICATION Sub Permit No. 2<BUILDING- ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [:]SHOP L CONTRACTOR DRAWINGS JOB ADDRESS: 102,yw 10:6 S - City: Miami Shores County: Miami Dade Zip: 3316 8 Folio/Parcel#: 2L�6 —6 /a - oo / d Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1- ILe AN06VL Q05-A)AA15t:y J14Z6V 7AVR`Phone#: Address: 5444ra Ijr LSC_. Trask,_ 102 Nub 101�- Si' r City: M,`Rml 556.45 State: FL_ Zip: Tenant/Lessee Name: � Phone#: (Z>l2�) 2�1, fG T� Email: Sand vli,�,ael ir_ ?_ x4� 061 c4 e" CONTRACTOR: Company Name: Address: City: 4�6 Qualifier Name: / �- /.:?v State Certification or Registration #: 6 3S Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $�/sioDo Square/Linear Footage of Work: Type of Work: ❑ `Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of'Work:' /% QG_f/ �✓ GC%I r.) f%o 2 /":z Specify, color of color thru'tile: Submittal Fee $ Permit Fee $ CO CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ 3aZ • �� ) jr 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: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING°'TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT, IN YOUR PAYING TWICE FOR IMPROVEMENTS TO.YOUR PROPERTY. IF -YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING, YOUR NOTICE OF COMMENCEMENT. ° Notice to Applicant: As a condition to the issuance of a building permit with an estimated value.exceeding $2500, the'applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is'subjecf 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 'ss d. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ---ra* ; .. Signatures _ 5,4AIP �} 61Z v 1OWNER or AGENT a /,I r ' The (foregoing instrument was acknowledged before me this ' 8 day'of Av 20 by U Ked— otfi1)1,44_7who is personally known to me or who has produced as Sigiiatur l>��� CONTRACTOR' ''' 'Q, "' The foregoing instrument was acknowledged before me this �-Z day of AA� 20 by A4 viI LL D1L,9 EiTlyho is personally known to me or who has produced r(_ 70V,4Z as identification and who did take an oath. identification and who di take an oath. NOTARY PUBLIC: NOTARY PUBLIC: // NRLEN/S //Y •�pMM/gs� �. � • g Diy � �, "► J Sign: Sign: r ,arch`'� �•f Print LN �O� 44 Print: =y #FF �� 9t m• ,��, LINDA M. SMITH -oG'•; Seal: �+,�'ni Seal: ,,�.�- Commission#FF917472 '��l��, .,; nderr+a�e;,•�p`o Expires September 21, 2019 ���ii `5'TATE OF AawiN T ru Troy Fin ' SM4WM9 APPROVED BY f Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Dilbert Enterprise Inc 2088 SW 57Th Ave West Park, FL 33023 Date: State of rFw�7 ' County of � Wt � A -M i —� Before me this day personally appeared ?!!Jg& &C ,%e/�` who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: Contractor Signature Sworn to (or affirmed) and subscribed before me this ,,--)—day of t . 20JY- by 4 2-N Personally know OR Produced Identification Type of Identification Produced Type or Stamp Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Uwner — worKers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. n (� v Signature: a 5a, rtt G-vig , Tr Owner �prtf State of Florida County of Miami -Dade The foregoing � was acknowledge before me this � day of 40 V 20 le . By (� I�o�t.. �' /tet f rC� who is personally known to me or has produced as identification. , LINDA M. SMITH Notary: _ ;, Corwwrsim # FF 917472 �.. �?• Expires September 21, 2019 SEAL: `�R..• go 1huTry/rnMurV"=,4&X19 8/29/2018 Property Search Application - Miami -Dade County THE PROPERTY -APPRAISER 0 FICE OF a� Summary Report Property Information Folio: 11-2136-010-0010 Property Address: 102 NW 108 ST Miami Shores, FL 33168-4313 Owner __.........�...._. .. SANDRA GRAGE TRS ALEXANDER DANIEL BOJNANSKY IRREVOCABLE TRUST Mailing Address 102 NW 108 ST MIAMI SHORES, FL 33168 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths I Half 2/11/0 Floors 1 Living Units 1 Actual Area 1,696 Sq.Ft Living Area 1,276 Sq.Ft Adjusted Area 1,536 Sq. Ft Lot Size Year Built � � 11951 9,608.76 Sq.Ft Assessment Information Year 2018 2017 2016 Land Value $206,244 $206,244 $173,029 Building Value $120,269 $121,160 $95,846 XF Value $4,240 $4,240 $0 Market Value $330,753 $331,644 $268,875 Assessed Value $330,753 $331,644:; $190,216 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction $0 $0 $78,659 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT 6 PB 51-31 LOT 1 BLK 212 E E IRREGULAR 3-2555-13981-2373 0588 4 Generated On : 8/29/2018 Taxable Value Information 2018' 20171 2016 County Exemption Value $0 $0 $0 Taxable Value $330,753 $331,644 $190,216 School Board Exemption Value $0 $0 $0 Taxable Value $330,753 $331,644 $268,875 City Exemption Value $0 $0 $0 Taxable Value $330,753 $331,644 $190,216 Regional Exemption Value $0 $0$6 Sales which are qualified Taxable Value $330,753 $331,6 44 $190,216 Sales Information Previous OR Book- Price Qualification Description Sale Page 06/24/2016 $455,000 30131-2152 Qual by exam of deed 08/31/2011 $150,000 27814-0588 Qual by verifiable & documented evidence 03/01/2010 $100,300 27250-2873 Financial inst or "In Lieu of Forclosure" stated 06/01/2006 $495,000 24607-3734 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version SPECIAL POWER OF ATTORNEY I, SANDRA GRAGE, as Trustee of the Alexander Daniel Bojnansky Irrevocable Trust, 102 NW 108 Street, Miami Shores, Miami -Dade County, FL 33168, do hereby make, constitute and appoint ROGER L. KOCH, of 2137 Hibiscus Circle, North Miami, Miami -Dade County, FL 33181, as my true and lawful attorney in fact, and Agent, for me and in my name, place, and stead to do any and all of the following: 1. To apply for a permit with the Village of Miami Shores, Florida, to install hurricane windows and doors on the property located at 102 NW 108 Street, Miami Shores FL 33168, with the following legal description: Lot 1, Block 212, Dunning's Miami Shores Extension No. 6, According to the map or plat thereof, as recorded in Plat Book 51, Page(s)31, of the Public Records of Miami Dade County, FL Folio NO. 11-2136-010-0010 2. Generally, to do, execute, and perform any other act or matter or thing whatsoever, that in the opinion of our attorney in fact, ought to be done, executed and performed in and about the premises, to accomplish of the above enumerated powers as fully as I could do if personally present, including appointing a substitute to perform any of the acts that my attorney is by this instrument authorized to perform, with the right to revoke such appointment of substitute as he deems necessary and proper. 3. 1 hereby agree that any third party receiving a duly executed copy of facsimile of this instrument may act in reliance upon it, and that revocation or termination hereby by operation of law or otherwise shall be ineffective as to any third party unless and until actual notice or knowledge of such revocation or termination shall have been received by such third party and recorded with Miami -Dade County, Florida, and I, for myself and for my representatives and assigns, hereby agree to indemnify and hold harmless any such third party from and against any and all claims that may arise against such third party by reason of such third party's reliance on any provision of this instrument. And I do hereby ratify and confirm all that my attorney in fact shall do, or cause to be done, by virtue hereof. Dated this LS'' day of August, 2018 Witnesses: Print Name: 114edue,( Pri e: Ug,,usSA M, To rrc STATE OF FLORIDA) COUNTY OF MIAMI DADE) ..,z go," -, A�� - -6�� SANDRA GRAGE,TRU EE ALEXANDER DANIEL BOJNANSKY IRREVOCABLE TRUST Subscribed and sworn to before me this day of August, 2018, by SANDRA KOCH GRAGE A TRUSTEE OF THE ALEXANDER DANIEL BOJNANSKY IRREVOCABLE TRUST who is personally known to me or who presented a valid unexpired Florida drivers license as identification and who did/did not take an oath. LINDA M. SMITH 'Ar&.14w -N: commission # FF 917472 qr. It' 's Expires September 21, 2019 r1{ Bwd d TMu Troy Fae Mwwaft rpp3lS7019 (NPtARY PUBLIC Name: LINvg M Commission No. Fr co/1 V1 2— Commission Expiry: o It r 201 q Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: r r Qualifier/Owner Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) P. if Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009111•/17/2014 ­_ 4 MIAMI. Elk,�14 S E, MMLAMI—DADS COL TY. FLORIDA , A PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORYALN-D ECONOMIC RESOURCES,(RJER) I 1805 SW 26 S*reet, Room 208 BOARD AND CODE ADMINISTF—MON DI'VISION T(7f86)31_5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wy6"%miamidade.2 N-.Iecononiv New Age NN'indows & Doors Corp. 7196 Nti-N'77 Terrace Medley, FL 33166 ego* SCOPE:0 This \i -(-)A is beini: issued under the applicable rilles and regulations goveming4tke` Lie of c* sjuctioll"":0 materials. The documentation submitted has been reviewed and accepted by Milifiti.0-Mde CoNalaN., eM&tRER- eo* 00000: Product Control Section to be used in Nllarni-Dade Count,, and other areas N%here!ed by the Authority. Having Jurisdiction (AIIJ). 0 0 :00*0: This NOA shall not be valid after the expiration daze stated below. The Mialy:i-Vade CouNty 14roduc� Control Section (in Miami --Dade County) and/or the AEJ (in areas other than Mi4 00 "de P y assurance purposes. IiL44*product ;i" the richt to have this product or material tested for quality—o-9 fails to perform in the accepted manner. the manufacturer will incur the expense 4such otesting andshe AHJ -* may immediately revoke, modify, or suspend the use of such product or material V�iilin tllej*?M%tl1ction*.`** RER reserves The right to revoke this acceptance, if it is determined by Miaifit-Dade CovjatN7.Produ;tg-o.: Control Section that this product or material fails to meet the requirements of the applicable b05iilg '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. C� DESCRIPTION: Series Aluminum Hori7ontal - Sliding, Window- L.M.I. APPROVAL DOCUMENT: Drawing No. AD11-12, titled -AlUnlinum Horizontal Slidin- Windows - LMI", sheets 01 through 07 of 07, dated 08/0.33/17, prepared by MCY Engineering. Inc. - Glazing. Consultants, with the latest revision "T', dated 08/03!17. signed and sealed by Piping Vang, P. E., bearing the Miami -Dade County Product Control Section Revision stamp witffi the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT ItXTING: Large and Small Missile Impact Resistant L� LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade C01,1111V Product Control Approved", unless otherwise noted herein. s Rt,'NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building g code negatively affecting the performance of this product. C TERIMINATION of -this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, andl or manufacture of the product or process. MiSLISe of this NOA as all endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to c0ml)h with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISENIFNT: The NOA number preceded by the words Miami -Dade Countv, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion . of the NOA is displayed. tile" 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 tlie'Buildinc, Official. This NOA revises NOA No. 16-0407.06 and consists of this page I and evidence pages E- 1, E-2 and .E-3, as well as approval document mentioned above. The subiniti-ed documentation vvas reviewed bx Jorge M. Plasencia, P. E, , . W .�w MIAMI 6-_'_V_COUNTY-) E C 7 3-1 17 NOA No. 17-0821.17 Expiration Date: lNovernber 23, 2021 Approval Date: November 09, 20177 Page 1 New Age Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. ENIDENCE SUBMITTED ITDER PREV1O1[1_S'\OA's A. DRANNI GS 1. Manufacturer's die drawings and sections. (Submitted sender previous !VOA Ao. 06-0406.13) • • • • • • 2. Drawing No. AD11-12, titled "Aluminum Horizontal Sliding. ��jndows "•LMI",• • • •.. sheets 01 through 07 of 07, dated 11/03'16, prepared by &ICV -1• agineer110,,lne. - •; Glazing Consultants, with the latest revision "2', dated 07/2511V o igted and sealed by; • • • • • Yiping Wang, P. E. •.... • .' � :....: 00 go ...... B. TESTS � • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •; go...... 2) Uniform Static Air Pressure Test, Loading; er PBC, T;j�.:N2-94....:. 3) Water Resistance Test, per FBC. TAS 202'9.4o ;•• • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-t- • • along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI45-1436, dated 02/18/05; signed and sealed by Ivonne Glua, P. E. (Submitted under previous NOA No. 06-0406.13) 2. Test reports on: 1) Large Missile Impact Test per FBG, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, both prepared by Hurricane Engineering & Testing Inc., Test Reports No.'s HETI-05-1965, dated 111-95/05 and HETI-05-2044, dated 11/11105, signed and sealed by Ivonne Ghia, P. E. (Submitted under previous NOA No. 06--0406.13) C. CALCULATIO?\S 1. Anchor verification calculations and structural analysis, complying with FBC .51h Edition (2014), prepared by MCY Engineering, Inc., dated 10/18/16, and revised on 11/0316, signed and sealed by Yiping Wang, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (Rl:lt). Jorge NJ. Plasencia, 1'. E. ,: tfroduct Control Unit Supervisor NOA No. 17-0821.17 Expiration Date: November 23.2021 Approvai Date: ]November 09, 201", r New Age Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.11 issued to Kuraray America, Inc. for their "Kuraray Sentry Glas (Clear and White) Interlayer". dated 06:25/15, e* ing on 07/03/18. 00.11' 2. notice of Acceptance No. 14-0123.16 issued to Eastman Chemieai Compans- (MA) • 0.0 . for their "Saf1ex HP Clear or Color Glass Interlayers", dat�4N.*:19/14, C'tpmng on....:o 04/ 1418. • 0000' 0000 0000. F. STATEMENTS • • • • • • ..' • . • 0000. 1. Statement letter of conformance to and of complying vv-ith kqt 5"' Editinb1 (20144.... issued by MCY F;ngineering, Inc., dated 03/29/16, signed anZ sdaltd by Yiptng Nang; •� . 1 0000.. 0000.. 2. Department of State Certification of NEW AGE WINDOWS &' P. E. DOORSCORP;as• a for profit corporation, active and organized under the laves of the State off' Florida, dated January 12; 2015 and filed by the Secretary of State. 3. Statement letter of no financial interest, issued by MCY Engineering, Inc., dated 05/24./11, signed and sealed by Yiping Wang, P.E. (.5tibtnitted tinder previous NO A"o. 11-0616.06) 4. Laboratory compliance letters for Test Reports No.'s HETI-05-1.436, dated 02/18/05, HFTI-05-1965, dated 11/25/05 and HETI-05-2044, dated 11/11105, issued by Hurricane Engineering &. Testing, Inc., signed and sealed by Ivonne Ghia; P. E. (Suhinitted under previous NOA No. 06-0406.13) G. OTHERS L Notice of Acceptance No. 14-1224.07, issued to New Age Windows &: Doors Corp. for their Series "Aluminum Horizontal Sliding Window —L.M.I.", approved on 04/02/15 and expiring on 11/23'16. 2. NEW EVIDENCE SUBMI:TTED A. DRAWINGS 1. Drawing No. AD11-42, titled "Aluminum Horizontal Sliding «'indows — LMI", sheets 01 through 07 of 07, dated 08/0117, prepared by ICY L•n ,,Ineering, Inc. - Glazing Consultants, with the latest revision "3", dated 08/03/17, signed and sealed by Yiping Wang, P. L. B. TESTS 1. None. —Jorge M. Plasencia, P. E. i'roduct Control Unit Supervisor -NOA No. 17-0821.17 Expiration Date: November 23, 2021 Approval Date: \ovember 09.201 7 i Neiv Age Windows & Doors Corp. Z\OTICE OF ACCF.PTA:\CE: EVIDENCE SUB-MITTED C. CALCULATIONS 1. None. • 0000 0 • 0 0000 00. 00. D. QUALITYASStiRANCE •0••• ••••••00 1. Miami—Dade Department of Regulatory and Economic. Resourw, ; R). • • •... 0 0 0 0 • • • � E. MATERIAL CERTIFICATIONS 0006 0 :0006: 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray )i ilfixa, hpep-fo� their.;O•- "Sentry Glas (Clear and White) Interlayer", dated 06/25/15. �xpj{ing on'C VO4/18. • • •.0. 2. Notice of Acceptance No. 17-0712.04 issued to Eastman Che6eal:Company (MA) •, for their "Saflex HP Clear or Color Glass Interlayers" date$09i07/17, J;ZP llg on 000 . 0 0 .0000. 04/14/18. .. 0 0 • .. .0 F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 6" Edition (2017), issued by MCY Engineering, Inc., dated 10/23/17, signed and sealed by Yipin; Wang, P. E. G. OTHERS L This NOA revises NOA 416-0407.06, expiring on 11,23/21. ,�F7— Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0821.17 Expiration Date: November 23, 2021 Approval Date: November 09, 2017 • • • • • ••• /4 ' 0 iDOW WIDTH ..•__.— 0 CHARTS SHOWN ON SHLLIIS 2 & 3. , ' • • a • • • • • ` • FALSE MUNNNS • SEE T S�•' • /2 1/7I • • MA•.• (SURF'ALF APPLIED) MAY BE USED. �., • • • • • • • • • • THIS %RCDUCT 11.4". DCEN DESIGNED AND IESTED 70 COMPLY WITH THE NEWIkLMIYTS OF THE 51`4 EDITION FLOROA BUILDING CODE. (2.014) AND 6TH ED110N e ! FLORIDA 8UP-LiNG CODE (2017) INCLUDING THE IPGH VELOCITY HURRICANE ZONE. WOOL BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANS -ER I i� • • • • • ••• /4 ' 0 iDOW WIDTH ..•__.— 0 CHARTS SHOWN ON SHLLIIS 2 & 3. , ' • • • • q.U$TER•0 • • • • • ` • FALSE MUNNNS • SEE T S�•' • /2 1/7I • • MA•.• (SURF'ALF APPLIED) MAY BE USED. �., yI �• y,..._f HEAD/SILL A; LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSILM. THIS %RCDUCT 11.4". DCEN DESIGNED AND IESTED 70 COMPLY WITH THE NEWIkLMIYTS OF THE 51`4 EDITION FLOROA BUILDING CODE. (2.014) AND 6TH ED110N e ! FLORIDA 8UP-LiNG CODE (2017) INCLUDING THE IPGH VELOCITY HURRICANE ZONE. WOOL BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANS -ER I i� LOADS 10 14E STRUCTLRE. .ANCHOF:S SHALL HE AS LISTFD, S -ACED AS SHOWN ON DETAILS, ANCHORS EM3,DMENT TO BASO MAiLRIAL SHALL BE BEYOND WALL DRESSING OR STUCC:7. �o 13 I ARE NOT PART OF THIS APPROVAL. ; A 'JJAD UUFAIIUN INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ,I i II :L P L - OF THE 5114 EDIPON FLORIDA BUILDING CODE. (2014) AND STH EDITION FLOPR" �, 32_ J/4_ l I,_ l _. 0.L OPG. I .____ .-____-.i 1 O.L. DPG. i 36 7/R' CLUSTER OF `• - -.•a ... VENT WMTH (4) ANCHORS AT SRR 6' MAX. HERO/SII L CORNERS AIIfAfIKTJM fSURIZUN'1'AI=.SL1D�ivG WIYD0j DESIGN LOAD RATING FOR THESEWINDOWS TO BE AS PER CHARTS SHOWN ON SHLLIIS 2 & 3. , ' I APPROVAI APPLES TO SINGLE UNITS OR SIDE BY SIUt ? ---- COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER ! {II MIAMI -RADE COUNTY APPR•U WINDOWS USING MIAMI-DADE COUNTY i -(,4) ANCHORS AT SILL, APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSILM. THIS %RCDUCT 11.4". DCEN DESIGNED AND IESTED 70 COMPLY WITH THE NEWIkLMIYTS OF THE 51`4 EDITION FLOROA BUILDING CODE. (2.014) AND 6TH ED110N e ! FLORIDA 8UP-LiNG CODE (2017) INCLUDING THE IPGH VELOCITY HURRICANE ZONE. WOOL BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANS -ER I i� LOADS 10 14E STRUCTLRE. .ANCHOF:S SHALL HE AS LISTFD, S -ACED AS SHOWN ON DETAILS, ANCHORS EM3,DMENT TO BASO MAiLRIAL SHALL BE BEYOND WALL DRESSING OR STUCC:7. ANCIIOIHNC OR LOALIING CONDITIONS NOT SHOWN LV THESE DETAILS I I I ARE NOT PART OF THIS APPROVAL. A 'JJAD UUFAIIUN INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ' WOOD ANCHORS ONLY. MKTLR' LS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTO CON ACT WITH OTHER DISSIMILAR MATERIALS SHALL MER THE REQUIREMENTS OF THE 5114 EDIPON FLORIDA BUILDING CODE. (2014) AND STH EDITION FLOPR" BUILDING COUt (2U17)SLCnON AS APPLICABLL. ! ULRMAIE CESIGN LOAD OBTAINFD FROM ASCE 7-10. MULTIPLY BY 0.6 SHALL UE LESS THAN 08 EQUAL TO DESIGN LOAD IN THIS DOCUMENT. 111' -� WINtlOW WIUIH (1) ALNTXTAL ANCHOR j 12 1/2' j" WHEN PANEL WIOIH>2fi MAX. HEAD/SIL " I ! ' rt I I Iz I !3 � I i ; % 1 I Y CLUSTER OF ANCHORS SEt NOTE1 , ' c 'I I! GWSTER OF — -' -(,4) ANCHORS AT SILL, CLUSTER OF ANCHORS SIE NOTE (a) AT SIAT 51LK — 1; 32 3/4 ' U.L. OPG. I 36 7/0' 3E/,'8' . ..- ... ..__ I'r'P C/�," Fl,�'vb I',;%',"�• VENT wICTH YFN7 'A'crn 74_' r• WINDOW WIDTH —�--- -- 1 12 1/2' - (1) ADD. ANCHOR WHEN PANEL 1. (.A / HFPL/SILL A -' I �J� i CORNERS U.L• Ur.. i D.L. OPG. D.L OPG I 13 5/8" 1 T9 5/e' d L._� VENT WIDTH VEN• %em rImo! I IMf a1 <I F' MAY I-EAO/SIi I. 'FI P10TE_1: CLUSTER OF J, a Or S ANCHCRS a MTG. STILE ENS M 3' O.0 tYu. SEE SHEEIS 2 h 3 FOR CAPACI•Y (HESE WINUCWS ARE KATED FOF LARGE MISSI E IAPAIT, SHUIIEFO ARE NOT REQU(REO__.__�. PRODUCT REVISED 7':: +. `.r.,• omulYing with tho FbrMa , �H'I-1"1'.:-I::�'�i.i:'4 NOs-No._ 17.0821.17 —c- 112 ;,1:_ -112 3r2 0 21 MtatAT-o.y'r: I�Yee �oT•i:�l •yam - �' •'" ,_.% A DESIGN LOAD CAPACITY - F%P t%O6DRoO Stz%,,0 • GLASS TYPO 'A• • • • NINUU1f DIMS. _ ANCHORS 'AI _• *. CLOSMR OF 0 GTJ$IER IR' 4 ... ANCiIOit o CLU57'1r� P WIDTH IiLIG11T EXT Cws_rss or 3 24- t7Cf (+) INT (-) EOR (+�NT () 700 75.0 J 72' - ..--..- 36" 24" 700 75.0 I •. • • - �- • I 48" (3) 70,G 75.0 •I_ .7 _.• -•• _ • t • 60 (3) 70 0 75.0 -- _ .~ _-L. 1. 6106' 1-• • J • � i.700 73.0 _______. •-._-•-. 24-- I .. 3u 36' I 70U Ave -. - - - 48" (4) 1 70.0 ) 75.0 - 60' �-- _ I 7M10 I 73.0 70.0 75.0 ! - - - - --r 72' 70.0 75A 84' ..-- 24• 75.0 70.0 75.0- ye` (5) 36 48" 70.0 ( 75.0-- __70.0 75.0- 40' (5) 700 75.0 70 0 75.0 - b0' 84' 70.0 7U 0 72.4 700 1 750 70.0 75.0 lib" (e) 66 3 66 3 70 0 1 7 0 - tU8' 24' -__ ._� 700 7.1.6 ( _750 70.D 75.0 74' " 3. Gu' 70.0 `` .0 - --� 106-1/4• 26 _ __ 48' (6) 70.0 111 • (3) .7..0^ 70.0 I 75.0 - CO' 69.1 ; 69 1 70.0 75.0 70.0 j 75.0 72' _ - 61.7 61.7 70.0 75.0 70.0 1 75.11 2b-1/2" i 700 75.0 - 700 75D - - 37" 28' 70i1, 775_O - .',l -t/8" (3) 700) I 750- 111" (6) Sfi 7 56.7 74_ _7b.0 _ 70.0 ^ 75.0 700 75.0 700 75.0 - 2C-1/2" - - 1 37' 38-3/6' 700 ( 75.0 53-1/8' (4) 700-' 75.0 74' 70.0 - -- - 700 75.D - - 37- 50-5/8 70.0 I /5.0 _ - 53•1/B" (E) 700 I 75.0 14- 700 75.0_ 37' 63" I /0 D * 75.D •- I - - I- 4l-1/8" (6) ( 700 70.7 700 j 1 750 70.0 1 75.0 L_ 74..7 56.7 70.0 : 75.0 70.0 75 0 ( ) - NO. OF .ANCHORS PER JAMB • iESIGN LOAD CAPACITY - PSF (XO% SIZES) • • • GLASS TYPE 'A' •~ • ANCHORS A ANCHORS 'R' 0 x)t x• IAS. CLVSM OF a_ Commmm Of 4 Cws_rss or 3 • HEMsM t7Cf (+) INT (-) EOR (+�NT () E1fT (+) f NI (-) J 72' 70 O 7S 0 _ - W. 24"'70.0 I�I I _4 Ce (3) l- 700 6106' I 700 750- �2= 70.0 75.0_ Ei4• 36" 700 ( 75.0 • �6' (4) 70.0 r 75.0 �-- _ I 7M10 I 73.0 _ - 84' 75.0 ye` (5) 108' __70.0 75.0- 72' 70 0 75.0 84' 60• 7U 0 72.4 700 1 750 70.0 75.0 lib" (e) 66 3 66 3 70 0 1 7 0 70.D 1 75 0 tU8' 817 61.7 700 ( _750 70.D 75.0 74' " 71-0 7 U - --� 106-1/4• 26 -Ino I _ yl 111 • (3) .7..0^ 70.0 I 75.0 - 74' 106-1/4` IT;* 3tl-J/8 (4) 70.0 75.0 ^70.0 75.0 - 74' _ - 70.0 ! 75.0^ - - 108-1/4" SO -5/B" __ 700 750 - 11f' (6 700 75D - 74' 7_0 0- 1 D6-1/4' _ 63 _ 50 2 5&2 70 0 75-0 70.0- 111" (6) Sfi 7 56.7 70.01 75.0 _7b.0 _ 70.0 ^ 75.0 () NO. OF ANCHORS PER JAMB WIDTH I ,1 (1/39) (1/3W) ii (1/3W,.I I I�I I OPERATING VEVfS TO 6E 1/3 OF THE t91NDOW WIOTH NOTE: GIASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OO-09 (3 SEC. GUSTS). DESIGN LOAD CAYACITY - PSF (XOX 5¢F.SI I GLASS TYPE A ANCHOkS 'A i WINDOW DOLS. CLIiSTER OF 3 CLU57LR OF 4 72'- 84' 24" 70C ( 750 .I O 730 - L 7 iC8" _ h OG 750 72" �00 75.0 84' 36" 70.0 750 - e6' (4) 700 I 75.0 - 108• 700 754 - ~ I 72'- i 70.0 84' 7C n 73 - 72" 60--(6)! 70.0 730 --� 74" 700 I 75 - ;06-1/4" 26- 700 750 _- 111' (3) 70.0 750 74' _ 0.0 75n - - 106-1/4' 3 8 `;E 00- (4) u1 I o 75_e _ _ 74' 63' (5) 70.0 __70 / 70.0 7>_ () NO. OF ANCHORS PER .AMH WIWH (i4Wr I. (I/4W) I II gg i, jy OPERATING VENTS TO BE 1/4 OF THE 'WINDOW WtODI I/e" HLAT STREN'u GLASS 1 0.09G' 5AFLDL HP INTERLAYER EY' EASTMAN CY.FMICAL COMPANY ;1 t W 1/5' HUT 5'4- 'C OLAS, \ 50.1C0HE Zi. '1\ T� OC 795 t� i .. 7I 10 j II Ili I \ ' t 1 I \ PRODUCT REVISED % r I 1 a. n,wvinq wnn nr Pro.as r, I �I.nu •. •u1lClny CeW '•I. 17-0821.17 Mla 1 -Oa PructC'--nYol- I ! l� 7 I; GLASS TYPE 'A' P4 DESIGN LOAD CAPACITY - PSF (XO OR OX SIDE.8)• GLASS TYO ' • • • • AhCIiORs 'A' 8'.__I ANCEMRS•A' • • ANCeO&S 't/ WINDOW DIMS. _. CWSTRR OP J ST�t• OI 4 _ CIy9'f9' F, OF�J, WIDTH- j HEIGHT EXT.(-) INT( ) EXT.(+). INT.(-) E7T1 (•)� INT.(i 24" 96' 800 i 900 ' - • 24• ... • • (3) 80.0 . I -.?0-0 1 '90. r-_• •- .. ..i - • 60^ 80900- euo_ 90.0 •- • _r_� .i�. 24" -- 80.0 1 90.0 ' • • • •- • I ♦ • 36" ,16" 80.0 90.0--� • - • ♦ r.-- DESIGN LOAD CAPACITY - PSF (XO OR OX SIDE.8)• GLASS TYO ' • • • • AhCIiORs 'A' 8'.__I ANCEMRS•A' • • ANCeO&S 't/ WINDOW DIMS. _. CWSTRR OP J ST�t• OI 4 _ CIy9'f9' F, OF�J, WIDTH- j HEIGHT EXT.(-) INT( ) EXT.(+). INT.(-) E7T1 (•)� INT.(i 24" 96' 800 i 900 ' - 36" 24• 80 U 1 90 C .. - - - 48• (3) 80.0 . I -.?0-0 1 '90. r-_• •- .. ..i - • 60^ 80900- euo_ 90.0 •- • _r_� .i�. 24" -- 80.0 1 90.0 ' • • • •- • I ♦ • 36" ,16" 80.0 90.0--� • - • ♦ r.-- 48• (4) 80.0 90.0- 84" 6ti 80.0 90.0 80.0- 96' »• 80.0 fioa 9cD� - 800+ 900 - - - 24• 36' 48" 80.0 9U.0 - i - te" (5) 80 0 r_ 90.0 72.4 72 4 So20.0 _ - _ 60• (6) fio 0 SIG 0 1 -_ _ � 72" -.._. 1 61.7 61.7 75.2 823 76.2 83.4 600 864- 26" 24 • ....f �E7.1 W.0 90 O- 800 900-- 74' 76.2 36' 00" 000 i 900 - I (4) 40' e0' (6) 80.0 I 61.0 69.1 BSI 1 1 80.0 x--80.0 90.0 90.0 I - 60.0 1 80.0 72• 74' 6i.1 817 76.2 623 -�_ 6.7 83.4 26-1/2' 111" (B) _ 57.7 577 70.0 75.6 700 1 76.6 WINDOW DIMS. 1 J7' 26• 800- EXT'( )_ 108" 60'(6) - i - 53-1/8' (3) 600 1 821 111' _. (6) _ _ - . _-. -_.. _.� �74' 126-1/2' 8D.0_0 1 - - 37- 53-1/9" 36-3/8• (4) 80.0 900 8U0 _900 800 90.0 - - - - -_ '14' 80.0 1 90 0 26-1/2 --- BUO 1 900 I - - 37• bo-b/tr 80.0 go.0 - - 53-1/5- 74- (6) 8001 900 /ILS 765 80.11 900 _ - 20-1/2' 000 37" s3 74• 84" (0) 80.0 90.0 70.0 707 56.7 -t _ 58 7 - _ 80.0 90.0 70.0 11 75.6 - 00.0 I 90.0 70.0 76.6 WINDOW __ _ WIDTH871 ... 77" DIMS. W;IVrll' 80_ _ 7 -- -'--- C1C8TE9 OP 4 . _ -74_ 63 (6)J ._.. _ _- _ _ , O e 80.0 O NO. OF ANCHORS PER JAMB WIUIH I 7 I 1 (ii II DESIGN LOAD CAPACITY - PSF (XOX SIZES) • GLASS TYPE 'H' • • AhCIiORs 'A' 8'.__I _ -ANCHORS DDIS. r- �S,I,� OF 9 CLW= OF k CLDSRER OF 3 WWH • HEIGHT Ext(+) INT.(-) EXT.(;) 1IIT(-) E1TT(+)11NT(-) 7e 80.0 90.0 84' 24' m -m ... HEIGHT 96' (3) 800 • 8110 I SIC 0 Bi..O - 9C.0 _900-i.. 86 0 90.0 - 72" _.._ Boo 190.0 - - jj4' 38' 80900- 696" (4) M0_90.0 • 100' 80.0 90.0 - 72" _ _60.0 900 _- 84" 49' 80.0 90.0 96' (5) 80.0 - -_ to6" toe" 80.0 864 1 80.0-1_900 - 72" 800 81O BOA 900 1' 60• 72.4 72 4 So20.0 _ - _ 96' (6) Ge 3 66 3 80.0 88 4 80 0 89.8- 108' -.._. 1 61.7 61.7 75.2 823 76.2 83.4 74"- 108-1/4' 26" 800 I, 900 ....f �E7.1 800 900-- 74' 76.2 30.0 I 90.0- 106-1/4' 38 3/8" 800 900 � �-- 111' (4) BOO 90 74' 50-5/8' 90'0 90 0 1 - ._ 106-1/4' 111 • (B) 0 80 844 800 900 - 80.0 83 0 80.0 90.0 - -'- 74' 1 80.0 90.0 76.1 75.1 60.0 9O c - - 106-1/4' 63' _ 59.1 59.1 71.8 78.7 111" (B) _ 57.7 577 70.0 75.6 700 1 76.6 WINDOW DIMS. 1 CLUSTER OF 4 ._ WIOTH HEIGHT fiJ.0 90.0__I__ EXT'( )_ 108" 60'(6) - i - 76 2 ' 8_7.1 _ 106-1/4" 83' - 1 821 111' _. (6) _ _ - . _-. -_.. _.� -"" 70,0 1 80.0 - iI I �I OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE GLASS CAPACITIES ON THIS SHEET ARF EASED ON ASTM :1300-09 (3 SEC. GUSTS) ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINL`OWS W111-1 APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISFR) LIMIT EXTERIOR(+) LOADS TO 70.0 PSF () a NO. OF ANCHORS PER "B GLASS TYPE 'D' mon+ 1 -I ANCHORS 'A• WN_DOx IMS D CLIR OF D T CLUSM CF 4 STE m -m ... HEIGHT mm INT.(-) EXi (+1� ty M i84' 72• iI I �I OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE GLASS CAPACITIES ON THIS SHEET ARF EASED ON ASTM :1300-09 (3 SEC. GUSTS) ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINL`OWS W111-1 APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISFR) LIMIT EXTERIOR(+) LOADS TO 70.0 PSF ( ) NO. OF ANCHORS PER JAMB I WIDTH (1 /4W) I: i, OPERATING VENTS TO BE 1/4 OF TIF W;NC'OW WIDTH -1/8" HEAT STRCN'D CUSS 0.090• SEN-RYGIAS INIERLAYER BY KURARAY AMERICA. INC. 1 �1/8• YkA? S71REND GI"455 � \ SILICONE 4 V OC 795 10 F�- __ PRODUCT REVISED as Cvmplyi whh 1W FbflJa 7. ni I I ' NOA-Ile. 17.0821.17 j1 "1-1- 0111,11!23 2021 , GLASS TYPE 'B' v"AVl oao:. DESIGN LOAD CAPACITY - P5F`(XOX SIZES) GLASS TYPE 'D' -•- -I ANCHORS 'A• WN_DOx IMS D CLIR OF D T CLUSM CF 4 STE m -m ... HEIGHT mm INT.(-) EXi (+1� ty M i84' 72• 24' 8110 I SIC 0 Bi..O - 9C.0 _ _(-) ' - 66' (3) 80.0 ; 90.0 108• - 84' J6 80.0 90.0- 96" (4) 80 C 90 0 T� toe" 80.0 900- 60.0 2'---- 64 48 5) 0.E I 8 90.0 '86.0- �90�_ ....f �E7.1 72'- 60 (C) 76.2 7E.8 76.2 . �74' I 80.0 90.0 106-1/4" 26 80" 90.0 "� - _ 7i• 1 80.0 90.0 106= /4• I 3/8" I 80.0 90.0` - - I{,�111' I 141 80A 900 - I I 74'150-5/8•(Is fiJ.0 90.0__I__ -..-__...I ( ) NO. OF ANCHORS PER JAMB I WIDTH (1 /4W) I: i, OPERATING VENTS TO BE 1/4 OF TIF W;NC'OW WIDTH -1/8" HEAT STRCN'D CUSS 0.090• SEN-RYGIAS INIERLAYER BY KURARAY AMERICA. INC. 1 �1/8• YkA? S71REND GI"455 � \ SILICONE 4 V OC 795 10 F�- __ PRODUCT REVISED as Cvmplyi whh 1W FbflJa 7. ni I I ' NOA-Ile. 17.0821.17 j1 "1-1- 0111,11!23 2021 , GLASS TYPE 'B' v"AVl oao:. MCH&S �:N* • I•• 2HY BUCK • lll�'SEEIIIUN. JPFZ SF� .TYPWALAMCHM OR SEE DIV. FOR SPACING MIAMI -DAVE COUNTY APPROVED WOOD STRuk"E i _6• MULLION & k"LION ANCHORS •SEE SEPARATE NCA fi • 9D ...• ll a gONCROM 0 •oe .0 J, o o METAL STRUCTURESS I TYPICAL ANCHORS ELEV. FOR SPA04C Ii (STEEL OR ALUM. 1/8- MIN. THICII) VPK'AL ANCHORS-', SE. SILYL : FY - 36 KS MIN. SEE ELEV. FOR SPACING ALUMINUM 6063-T5 MIN. JUL AAMCa_ SEE ELEV. FOR SPACING H ANCHORS 'A' 1Y4- -17Y]' TAPCONS (I -w=120 Ksi by2 Ks;) HY 6 000 Still 1.,;' M'N OLNEmAl ON 1,7C d 1—/4" Mj !\*I,' C . NIETf, �.:N. 4 DAp)L C.61JNi' Vi,L-CW, A' FRAMS,2 kk.S WOOD SUCKS AND METAL STRUCTURE NOT BY NEW AGE, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTILIRE. "12" i;;Y INCCL, M�N SILL RZER 3 ADHERED TO i. +I I, II NEILII VI_� SILL is 16 17 :'RL y I J i, CN:�. MIN. EDGE DISTANQ NFOCOINCREIE AN(l. MASONW� 1 1/," VIN , 7J ;Nlu W"-00 ,lR0(AfJRC - 7-1/4' WIN INTO Vr'A '.,-.RU`TlJRl:' - 3 2 C... :� c� 0 1 c 0 n ZI i (n FIS 0 W CONCREW 1 3. 0 -',I WN, iAT -;F.Atl, 7'�-L < I PSI MIN (N JA MR S,;=C_l,'-1 K4,1, (AT 144,1), Sfl lAI.,,3) PRODUCT REVISED mUo,:,p%mq with th* Fl.rida !ig,41AN S. 17-0821.17 `7 -'�U. 1011,!Tt 040 f -AME CuNr,El - I E.PkItilm umv 111112W2021 ;C i N-*-- M-'K--4CA:) S -AM FOR WINDOWS WITHOUT SILL RISER Wiih,vt 4 (YNCRETE -1 LIMIT EXTERIOR LOADS TO +70.0 VSF 12. Wt i T". ANCHORS Wl I—V4' X !,.'4' WLILlwC,,FS• AT 3-1/'.' EDGE DIST SEE CL. FOR SPACING kAril CND Will -i %&',fC fvllV�l: -;A�L ll'.'�Ajll— ;:F 7 1/4•"X. SHIM • 0 • 01 O&G, Y • 7 OPT-- TO E 7;�Awzj LJII SCREEN Opl] EXTERIOR W.NDOW IMOTHI Ap—i—Ayous TYPICA AN01ONS OX OPPOSITE SIX QIV. FOR SPACING 1/4- SHIM i MAY. VEN7 WID ,by WUCU bULK STRLICTIJAE �WCAL ANCHCR5 S,- F.N. FOR S-AC;Nr F____ Kj 7�71 z w z 1/4• MAX. W_swi­ 7 u gr VENT WIDTH 04 U) 7.1 rl WN 0 LLN OFT. C� LL EUMU Lcl 'Y Z woor, EiL:C:K D.L OP -G. trl EXTERIOR MNOOW T MIAMI- COUNTY TIMAL ANCHORS ,kppp,D MULLION z SEE ELEV. FOR srAoNc C W�ws SEL SEPARATE NOA < U 3z PRODUCT REVISED 7a_ t L.pi­w. a- 11123/2021 j By EXTERIOR _LNINPQW KlTN z t �z 'y , L ZTLEV. P4 FOR SFACAI. z MIN. 0 SUCK z w z 1/4• MAX. W_swi­ 7 u gr VENT WIDTH 04 U) 7.1 rl WN 0 LLN OFT. C� LL EUMU Lcl 'Y Z woor, EiL:C:K D.L OP -G. trl EXTERIOR MNOOW T MIAMI- COUNTY TIMAL ANCHORS ,kppp,D MULLION z SEE ELEV. FOR srAoNc C W�ws SEL SEPARATE NOA < U 3z PRODUCT REVISED 7a_ t L.pi­w. a- 11123/2021 j By EXTERIOR _LNINPQW KlTN • !•• • • .• 9i0 • • I • ART M I QIILN7tTY DESCRD0N MATERIAL HANF./SLPPLIER/I(EMA.RES 2.352... _. • I• - fi . • . °75_ I : • •• � . !, • •� •� • • 1 NA 203 1 FRAME HEAD 6063-T,7- .: - • • • • • • 2 NA 301 1 .. FRAME SILL5063 II • • •` ' •� • • ! • • • 3 NA 301 1 SRl TRACK _. "6063 To • • 1.469 4 •O62 5 NA -303 _ V2 77 1.344 .. _-NA 204 FIXED MT. RAIL 606 Ti I. ... I i =-1 I , • • • • ° 6 NA 207 2/ VENT VENT TtY k 807TOM RAIL 6Q6.. TS . C. • . • • • ! • • • 7 NA 2;0 _. 1/ ucNl _ VENT (NOCK _ .. 5063 T5 • i Lti� 1fNii T_`JiIBDII �! FihIL • • ..._. .. _.. _ -_. _.. .. _ -- ---'- - • - - !' 11 6 NA 206 1/ VENT 63 T5 VENT JAME STILE b0 L. t,254 1.096 • • !_--t,.0220- y...• ', 9 NA- AS ROOD. s•GIAAWG BuAC _ - -. .. 60E3 TS L • r• • • _.r•!I• • • • 10 _ - AS REQO. GtAZiIG GASKET I '11 2 VENT SWFEP LATCH -_ AT 15-1/2' FROM .AL END 72 NA 2C9 2/ VENT SPRING LATCH AT 15-1/2• FROM EACH END <i1 FRAME HEAD 1 - 1 n5 RLOD FRAME Ic VENT ASSti SAN W5 - yE X 3ja' PR I. 2036 _ ... ... _. _ ._ .. - .930 1♦ _ 2/ VENT SILL END FRED RA1 SCRCw - QE % 3 1/ PH ..MS 1E NA 304 4/ VENT ROLLER HO„SI - -- NG & GUmF 1.254 1.096-•I Zi>�.� _ _ _• 16 NA 306 2/ VENT ROLLER - BRASti CR S7_ STEEL } - 17 NA -706 2/ VETT kOLLER PIN -_- 6' STCEL - - —�- 1'344 -+ 18 WPHL-t OC 2 BAFFLE ---- M & M pFksii, -- _ ilVil 19 - 2/ BAF LE i BAFFLE SCREN — - #6 X 1/2' P4 SVS a II'(IIIUUUJ,,, - — 'l() (e� JAMS STILE 20 W222313K AS WW. -� VENT& FIX. RAIL W'STR!PPWG LLTRAFAR ! .062 I _-21 W212913K AS RBOC. FRAME JAMB WSTRIFPING UU FAr AN 1 4.)b - Cid 2.OGZ I 2.063 . --. _ OPTIGNA_ X Z. -7 23 I AS R_OG^ _I:_ RISCTt - lI II .06z 1935 D i 1.735 I. 2.352 ..----_1_144_.- - I i) FRAME SILL �7� MEETING STILE -250 .032 -} .062 .514 11�C"-�. _ 3' _CCI"I 2.000 +I �t f b.972 I 1.300 ! � 1 r �.. .C62 • SILL 1'2ACK �) FIXED MTG. STILE � SILL RISER -- --' 2.302 - ____ .147 I I O62 - ('�t� � .760 352 �� 2576 nos 'r •-.052 9 t.iz2 PRODUCT REVISED o+wo � A w ~���—____ No o.,coai�t7.O821AT- S _ w 1 I t_ 0 11,232021 I- �- 1.230'"J • -969- .719 L�11,:+iii'6a3.f�oAwcec oe.ut 3.007 ! V FRAME JAMB CAi GLAZING BEAD 1J SPRING LATCH i 115.n5 f:04^:'r ii MUELTC,2/1 U14 7G RAIL CORNE z zr LL z u U < C' 16 000 * %.o: • oi. 0 0 oo: 0• 000 0 0 00 0 • :go .00 :0 oo MUELTC,2/1 U14 7G RAIL CORNE z zr LL z u U < C' 16 MIAMI- D1ADE MIAMI -DADS COUNTY "Ok a a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade gov(gconomy New Age Windows & Doors Corp. 7196 NW 77 Terrace 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 Coutjty. RER - Product Control Section to be used in Miami Dade County and other areas where allowed by th%AvOority • • • • • • Having Jurisdiction (AHJ). • • • . .. This NOA shall not be valid after the expiration date stated below. The Miami-DadeftpLy Proba-Gontrol ....:. Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CbbhfP reserve the right • to have this product or material tested for quality assurance purposes. If this praducl or mate ffi*lWls to • • perform in the accepted manner, the manufacturer will incur the expense of such tesrin4, and the' AI1J may • immediately revoke, modify, or suspend the use of such product or material within Jh Vit: jurisdicTion..RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade .CgiAty Product.Control Section that this product or material fails to meet the requirements of the applicable builtli4g code. • This product is approved as described herein, and has been designed to comply with the FlorWMlding. • • � • � Code, including the High Velocity Hurricane Zone. • •. .. .....•. DESCRIPTION: Series "100" Aluminum Single Hung Window — L.M.I. . • • APPROVAL DOCUMENT: Drawing No. W14-27, titled "Series -100 Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 07/30/14, with revision A dated 10/24/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0812.03 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. 4.2. NOA No. 17-1102.29 prrl t'ZOfpj Expiration Date: December 24, 2019 Approval Date: January 18, 2018 Page 1 New Age Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA 14-0812.03 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-27, titled "Series -100 Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 07/30/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 202-94 • 2) Uniform Static Air Pressure Test, 202-94 • •; • • 3) Water Resistance Test, 202-94 • • • • • . 4) Forced Entry Test, 202-94 • • • • • • • • 5) Large Missile Impact Test per FBC, TAS 20119T • • "" • 6) Cyclic Wind Pressure Loading per FBC, T4,0101-094 along with marked -up drawings and installation diagram of an a4uvW= singh hung window, prepared by Fenestration Testing Laboratory, Inc_, Test Report No FTL-7746, dated 05/16/14, signed and sealed by Idahnis Ortega, P•E� : • * •'' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), updated on July 24, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 1. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"x Edition (2014), and of no financial interest, dated July 24, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal issued by the Product Control Section, dated March 18, 2014, signed by Manuel Perez, P.E. G. OTHERS 1. None. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.29 Expiration Date: December 24, 2019 Approval Date: January 18, 2018 E-1 New Age Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W14-27, titled "Series -100 Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 07/30/14, with revision A dated 10/24/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 0000 1. None. • 0000 C. CALCULATIONS• • • 0000.. 0000 1. Anchor verification calculations and structural analysis, complyiha%with FBC 6th Edition (2017), dated on October 07, 2017, prepared by Al-Faro6tl•4prporgAaj • • signed and sealed by Javad Abmad, P.E. 0000.. 0000 2. Glazing complies with ASTM E1300-09. • 0000.. D. QUALITY ASSURANCE 0000.. 1. Miami -Dade Department of Regulatory and Economic Resourcbs (IMR) • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasg (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0812.03, issued to New Age Windows & Doors Corp. for their Series "100" Aluminum Single Hung Window — L.M.I., approved on 12/24/2014 and expiring on 12/24/2019. <� Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.29 Expiration Date: December 24, 2019 Approval Date: January 18, 2018 E-2 0000.. 0000.. 000000 0000. 00000 000000 000000 .0000. SERIES -100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (FIVHZ). 16Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SIWl BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—MLTALUC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROOECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS 140T SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL D J c n z o Iyy�I o n y d d FALSE MUNTINS� (SURFACE APPLIED MAY BE 53 3/8' WINDOW WIDTH 48 15/16' D.LO. (FIX. LITE) 10 1/2' MAX. HEAD SILL A I 1 1 TYPICAL ELEVATION EQUAL LRES 32' WINDOW WIDTH 27 9/18' O o 3 D.L.O. (FIX LITE) 0 1/2` F , MAX. ¢ HEAD ?ZES MAX. SILL HEAD/S6` CORNERS 8 C I� 0 y�y C) II tNY II Alig O G� U tO ro 8 0Q3� I G Z 26' ; c! D.LO. (VERT) 28 13/16'_ Z TYPICAL ELEVATION UNEQUAL UTES (ORIEL TYPES) •• '• • '• Y/'' ••• • • • • • • •'• ```111\LIAR •N64. Y THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE SHUTTERS REQUIRED. IMPACT. • �� Y.•'' �j • • • • • ARE NOT • PR0DUCfAEVISED •• G • •• •• • • • • • a-mpl'iee -ir6 dw Flange • BeildmgC•deAcoopouxe • ••• y k • • • • • • • • • • No • • • • • • •: '., OF : drawing no. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NUMBERIN PARENTHESIS INDICATE MIN. NO. OF ANCHORS PER JAMB. I_ w UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSB EQUAL UTES WINDOWS DEMON LOAD CAPACITY - PSB GLASS TYPE 'A' WINDOW DUO. GIASS TYPE 'Y GLASS TYPE 'E' YAM HEIGHT E%L(+) I IW.(-)_ DST.(+) INT.(-) 19-1/8• 26-1/2• 32' 37' 42' 48• 53-1/8" 2Y (6) 65.0 a0.0 70.0 90.0 65.0 30.0 70.0 90.0 55.0 .0 70.0 80 mo 60.0 80.0 70.0 90.0 85.0 80.0 70.0 90.0 85.0 80.0 70.0 90.0 85.0 80.0 70.0 9010 19-1/a' 26-1/2• 32• 37• 12" 48• 53-1/e• b-3/8 ' (6) 55.0 W.0 70.0 90.0 85.0 80.0 70.0 90.0 85.0 80.0 70.0 90.0 65.0 W.0 70.0 90.0 65.0 80.0 70.0 90.0 65.0 1 W.0 70.0 90.0 55.0 WIG 70.0 1 90.0 19-1/6' 28-1/2' 32• 37• 42• 46' 53-1/8' so-s/e" (3) 65.0 e0.0 70.0 9010 65.0 80.0 70.0 9010 65.0 S0.0 70.0 9010 e5.0 Soso 7060 90.0 85.0 80.0 70.0 90.0 65.0 00.0 70.0 90.0 63.0 i 90.0 70.0 90.0 19-1/8' 26-1/2' 32• 3Y 42• 48` 53-1/6' 56• (5) a0.0 80.0 70.0 90.0 85.0 80.0 70.0 90.0 65.0 a0.0 70.0 90.0 65.0 80.0 70.0 90.0 55.0 a0.0 70.0 90.0 65.0 W.0 70.0 90.0 65.0 W.0 70.0 90.0 19-1/8" 26-1/2' 32' 37' 42• 43' 53-1/8' (0) 6560 W.0 70.0 90.0 65.0 30.0 70.0 90.0 05.0 80.0 70.0 90.0 65.0 ao.0 70.0 90.0 65.0 W.0 70.0 90.0 65.0 a0.0 70.0 90.0 65.0 80.0 70.0 90.0 19-1/8' 26-1/2' 32' 17' 42' 46' 53-1/3• 74-1/4' (10) 85.0 60.0 70.090.0 65.0 90.0 70.0 90.0 6510 a0.0 70.0 90.0 65.0 W.0 70.0 90.0 65.0 S0.0 70.0 90.0 85.0 80.0 70.0 90.0 63.0 80.0 70.0 90.0 NUMBERIN PARENTHESIS INDICATE MIN. NO. OF ANCHORS PER JAMB. I_ w UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSB T WOW DDIS. GLASS TYPE 'A' GLASS TYPE 'E' WIDTH MIGHT EM.(+) iNt.(-) EM.(+) INT.(-) 19-1/8• 26-1/2• 32' 37 42' 48" 53-1/8' 50-6/0' (E) 65.0 60.0 70.0 90.0 6510 60.0 70.0 9010 65.0 60.0 70.0 90.0 66.0 60.0 70.0 90.0 63.0 80.0 70.0 90.0 65.0 80.0 7010 90.0 65.0 60.0 70.0 90.0 79-1/e• 26-1/2- U. 37' 42• 48• 53-1/8• 56• (a) 1 65.0 50.0 70.0 90.0 _ 65.0 80.0 70.0 90.0 65.0 $0.0 70.0 90.0 65.0 30.0 70.0 90.0 65.0 80.0 70.0 90.0 65.0 90.0 70.0 1 90.0 55.0 90.0 70.0 90.0 19-1/a•65.0 26-1/2• 32• 37• 42' 1. (0) 90.0 70.0 90.0 ea0 sa0 70.0 90.0 55.0 80.0 70.0 90.0 65.0 90.0 70.0 90.0 65.0 80.0 70.0 90.0 19-1/3' z632' 32' 74-1/4' (10) 63.0 60.0 70.0 90.0 Bs.o 60.0 70.0 90.0 66.0 e0.0 70.0 90.0 • NUMBER IN PARENTHESIS INDICATE MIN. NO. OF ANCHORS PER JAMB. ' HEAT STREN'D. GLASS 090' Intsnayer TroeMol PVB By 'kummy A Ico, Inc.' I-1/8' HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS 090" kdsnayer SentryGbs By 'Kurorcy America, Inc.' 1/8' HEAT STREN'D. GLASS SILICONE DOW 899 3 H 10 kAT..I/4.l0lXTS FOR UTES 36" GLASS TYPE 'B' 5/16" OVERALL NOM. THK AT 1/4 POINTS FOR UTES fa 11 WIDER THAN 36' GLASS TYPE 'A' 5/16. OJERALL NOM. THK GLAZING OPTIONS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• "tr°U(:'f AEVI9PD • • • • • • ::= "I"ina wAb Ole FTmidf NOTE: • • • • • • • 4Y ,6 rods • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • BASED ON ASTM E13DO-09 (3 SEC. GLWN • • • • • • • •� AND FLORIDA BUILDING COMMISSION • • • • • By • l'.,r• DECLARATORY STATEMENT DCA05-DEC-219 Mimi Pr=odw,Cob , ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7019112 TE OF ' A crowing no. W14-27 _ TYPICAL ANCHORS TYPICAL ANCHORS 1By SEE ELEV. SEE ELEV. WOOD BUCK ., f FOR SPACING FOR SPACING . , a : •i i EDGE DiST.. METAL • d < STRUCTURE <" :•<a. EDGE iz i • DIST.a O 9 9 •---------------------, ML1L11—RADE COUNTYLLION APPRED OVI o MULLION 4 MUANCHORS I I EDGE Z SEE SEPARATE NOA ; I DIST. C SEALANTS: TYPICAL ANCHORS: SEE ELEV. FOR SPACING p i- 13 OPnpuL 1D FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL 1/4' DLAULTRACON BY 'ELCO' (Fw177 Ks. Fy-155 KSI) Y2 SPRING LATCH SEALED WITH WHITE/ALUMINUM COLORED GENERAL PURPOSE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w v a SILICONE SEALANT BY MACKLANBURG-DUNCAN. 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) © WEEPHOLES: THRU 18Y BUCKS INTO CONC. OR BLOCKS ; Wt LES AT 31 H END 5 1' X 1 8' WEEPHO-/4' FROM EACH 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ' k / 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) W2 = 2' LONG NOTCH AT EACH END = M o DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) g o; 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) �z a 1 t° 1 /4' DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) rn w `� O I INTO MIAMI -DADS COUNTY APPROVED MULLIONS Z W i OR o INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE N = ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) { STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) N (STEEL IN CONTACT WITH ALUMINIUM TO BE PLATED OR PAINTED) c oP TYPrAL FDQF INSTANCE 12 INTO CONCRETE AND MASONRY - 1-3/4" MIN. g INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE 3/4' MIN. is W000 AT HEAD. SILL OR JAMBS SG = 0.53 MIN Ii ETA. AT ►SAD SBl,Q� JAMBS }'o = 3000 PSI MIN. © • • • • • •C�QORiyDtIOW/j1LL �dClt AT JAMBS f m - 2000 PSI MW. s ' ° • • .• • • • • • p8< wz • •• • • • • ••• e � � • • • • • • • • • TI 111 1" 00 *00 00 a: U ', " •I .':•, d.. . • ••• • • Psi L'TREVISUD < • w_ ,• • • • • • • mmptyr8 �yty the — 8 ' •'a, • 'r • IBY • • • • • • • tWdinB Cldc • TOP ANCHORSv ..' WOW BUCK • • • • • • • • M anc•7Vo p j S I SEE ELEV. oe o • • • • • • • M*appe OF drawing no. w1 I FOR SPACING TYPICAL ANCHORS • • • • • SEE ELEV. B • '�, OR1oI.•' � W14-27 y ^ EDGE DIST. EDGE DIST. FOR SPACING N'� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 8 TYPICALSEE CRs � rr¢ FOR SPACING Y FF i WOOD BUCKS AND METAL STRUCTURE NOT BY NEW AGE WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. c � q SEALANTS: TYPICAL ANCHORS: SEE ELEV. FOR SPACING p i- 13 OPnpuL 1D FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL 1/4' DLAULTRACON BY 'ELCO' (Fw177 Ks. Fy-155 KSI) Y2 SPRING LATCH SEALED WITH WHITE/ALUMINUM COLORED GENERAL PURPOSE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w v a SILICONE SEALANT BY MACKLANBURG-DUNCAN. 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) © WEEPHOLES: THRU 18Y BUCKS INTO CONC. OR BLOCKS ; Wt LES AT 31 H END 5 1' X 1 8' WEEPHO-/4' FROM EACH 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ' k / 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) W2 = 2' LONG NOTCH AT EACH END = M o DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) g o; 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) �z a 1 t° 1 /4' DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) rn w `� O I INTO MIAMI -DADS COUNTY APPROVED MULLIONS Z W i OR o INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE N = ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) { STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) N (STEEL IN CONTACT WITH ALUMINIUM TO BE PLATED OR PAINTED) c oP TYPrAL FDQF INSTANCE 12 INTO CONCRETE AND MASONRY - 1-3/4" MIN. g INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE 3/4' MIN. is W000 AT HEAD. SILL OR JAMBS SG = 0.53 MIN Ii ETA. AT ►SAD SBl,Q� JAMBS }'o = 3000 PSI MIN. © • • • • • •C�QORiyDtIOW/j1LL �dClt AT JAMBS f m - 2000 PSI MW. s ' ° • • .• • • • • • p8< wz • •• • • • • ••• e � � • • • • • • • • • TI 111 1" 00 *00 00 a: U ', " •I .':•, d.. . • ••• • • Psi L'TREVISUD < • w_ ,• • • • • • • mmptyr8 �yty the — 8 ' •'a, • 'r • IBY • • • • • • • tWdinB Cldc • TOP ANCHORSv ..' WOW BUCK • • • • • • • • M anc•7Vo p j S I SEE ELEV. oe o • • • • • • • M*appe OF drawing no. w1 I FOR SPACING TYPICAL ANCHORS • • • • • SEE ELEV. B • '�, OR1oI.•' � W14-27 y ^ EDGE DIST. EDGE DIST. FOR SPACING N'� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • 3 11EY / PART / AYOD. D1C8CRIPTION Y17'BWAL M1NJ./SUPPIIBR/RSMARItB • • • • • • • • • • 1 NA-201 1 FRAME HEAD 8083-TS - •• ••• 2 NA-202 1 FRAME �LL 8063-76 - 3 • 3 NA-203 2 FRAME JAMB 6063-TS - O 4 NA-204 1 FlXED MfO. RAIL 6063-TS - FJ S NA-210 1 VENT TOP RAN. 6083-TS - 6 NA-toe 1 VENT eDRDu RAIL ea6s-Ts - 7 NA-207 2 VENT SIDE RAIL 6003-TS - S a NA-272 As ROD. fxAZlllc BEAD 6oe3-rs - 9 - 2/VENT SASH STOP Boas-rs - f0 - AS RE00. GLAZING GASKET VMt - MWAhDADE COUNTY 11 APPROVED MULLION TYPICAL ANCHORS 12 SEE SEPARATE NOMI SEE ELEV. - NA-209 2/ LITE 2/VENT SE111N0 BLOCKS (3/0' % i/4' X 2' LONG) EPDM 3PR9R3 LOADED LATCH, AT 8-3/4' FROM ENDS 6083-TS WROMETER 60tS SNORE A - � q ly FOR SPACING12A - t/ LATCH LATCH SPRING ST. STEEL - `7 13 SL203P 2/ VENT SWEEP IATCN, AT 8-3/4' FROM ENDS YAMAK SULLIVAN k ASSOC. i 11A �6 x s/e• 2/ urcN LATCH INSTALLATION SCREWS ST. STEEL FH SMS FRANK LOWS Z2 - i f ---1� 1 1 14 /6 % 3/4' AS REOD. FRAME k PENT ASSEMBLY SCREWS CRS PM SMS 1S - AS REOD. SNL W'ST1aPPING NEOPRENE ULIRAFAB 11 II 18 41820-187 AS REDO. FIN SEAL W STPoPPNO - AMESBURY OR EOUN. ; p o H M 19 NA-211 4/ VENT SASH BALANCE CAM CELCON M&M PLASTICS " UmI 19A 1 I I 1 /e % 3/a' - 1/ GUIDE 2/VEHT SASH CURE ulsr. SCREW CRS OH SMS TYPE B 120 4 y� SQ 20 BLOCK AND TACKLE BALANCES - SERIES BY ESI yl a'S II II 2M - - BALANCE TAKE OUT CLIP PLATED STEEL - 21 - AS REOD. CLASS C 3 1W- WINDOW WIDTH WINDOW WON 9 "r3 C s p TYPICAL ANCHORS 8 Z FOR SPNCNIG I O W O Zn�� 1/IM VENT WIDTH 1/4• 1/4• O SHIM SMMS TYPICAL ANCHORS SHIM M I SEE ELEV. FOR SPACING 10 7 qa TYPICAL ANCHORS P,. SEE ELEV. FOR SPACING � - IE 777771 o METAL .. w STRUCTURE . r SCREEN OPTIONAL ----_---___- y� WOOD • • • • • r g EXTERIOR r • • • • • • • • • • • • • • A111111t 111j • • • • • • A 1 e D.L. OPG. . Y: •'' aL WIND0W VADTH • • • • • • • •1Le9, • • • • • • aha 4Milding • drawing no. e• • • • • • t • • .• OF : • j : • • •• • • • �`�' D •• t+lsM/zaL�l. ny ORIDF.•',�1C���. W14-27 Adaauu Dade Prodmet Alli IIA sheet ¢ O( 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SPACER S&1CONE FRANK LOWS Z2 - 1 S/10' BOX SCREEN OPTKMNL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.414 1.608 .750 x^1.344-�{ I I 082 TIP. 1♦ i t4 J Q .813 •� 2.352 , / i a FRAME HEAD L 848 .813 / ` O - .972 1 I 2.t8B k2. FRAME JAMB2.250 sta1.437941 j o Q FIX. MEETING RAIL .740 © GLAZING BEAD VENT TOP CORNER 1.434 e� 1.735 .9t0 FRAME TOP CORNER e W r4'�V�{V��'I 1.250 092 -T 7 • •�j0 3 ~ - TYP. 2.083 .188 .621 14 � -p i M n O7 VENT SIDE RAIL g3 $ 1.122 t.535 OS VENT TOP RAIL / i � Z n L 2.036 1.230 .078 1.421 .813 1250 2.220 .002 0.2 Tom• j .838 �R � F s I t2 SPRING LOADED LATCH VENT BOTTOM CORNER i • • • • • • • • • • • • • •• • • • • ••• • 11 ttt rrr • • • • • • • • .... ��t r�i • • 000 • • • • • • • ���y.�p�!! AN, 77ii FRAME BOTTOM CORNER 2 0 e 910 0 VENT BOTTOM RAIL z.579 .078• 3.ODD 2.500 6 02. 2 p,y,y�ith FlP.oridaOF cd �6u>�� g�ti°» '• �.•� . • .. • ,I. �' W14-27 Q FRAME SILL BYMlsm � ade DProdyu rrrr 1Nt� ehset of ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 3/28/2018 BCIS Home Log In User Registration dbpr 4-ji-,--, Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Florida Building Code Online Hot Topics Submit Surcharge stats & facts Publications FBC Staff 8CIS Site Map Links Search FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL22255-R2 Revision 2017 Approved New Age Windows & Doors, Corp. 7196 N.W. 77th Terrace Medley, FL 33166 (305)889-0703 WILLY@NEWAGEW INDOW.COM Javad Ahmad alfarooq@afceng.com William Bosch 7196 N.W. 77th Terrace Medley, FL 33166 newagewindows@aol.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Javad Ahmad PE -70592 National Accreditation and Management Institute 12/31/2018 Ammad Riaz, P.E. Validation Checklist - Hardcopy Received FL22255 R2 COI SS - Series 100 Alum OS Entrance Door (LMI)-CI 2 17.pdf Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 file:///E:/New%2OAge%2OCover%20sheet%20for%2OFrench%2ODoor%20impact,html 1/2 0000 • • • • 0000 0000•• 0000•• • 0000 • 0000•• 0000•• • 0699 :990% 0.000• • • 0000 0000 •••99 •••••9 0.9• • • • • • • • 0000• •• •0 00 • 0000•• 0900•• • • • • • 0 :000% •••9•. • 09 00 0 •0900• • 0. 0 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Javad Ahmad PE -70592 National Accreditation and Management Institute 12/31/2018 Ammad Riaz, P.E. Validation Checklist - Hardcopy Received FL22255 R2 COI SS - Series 100 Alum OS Entrance Door (LMI)-CI 2 17.pdf Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 file:///E:/New%2OAge%2OCover%20sheet%20for%2OFrench%2ODoor%20impact,html 1/2 3/28/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/07/2017 Date Validated 12/21/2017 Date Pending FBC Approval 12/24/2017 Date Approved 02/13/2018 Summary of Products . FL i1--- -- ---- _ � Model, Number or Name — -----Description -------- -- _-- --�—__ -- -- -. -- 22255.1 ^ I Series 100 Aluminum Outswing Large missile impact resistant aluminum outswing entrance Entrance Door door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL22255 R2 II SS -100 Alum OS Entrance Door (LMI)-2017 Approved for use outside HVHZ: Yes DWG W17-31..odf Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +60/-80 Created by Independent Third Party: Yes • • • • Other: See attached drawing W17-31 for installation Evaluation Reports • • ' • 0000 instructions and span vs load combinations. FL22255 R2 AE SS - 100 AFtM16S tntrance Door� E! (LMI)-PA• • • —•—�• 2017.pdf � • • • 0000• Created by Independent Third Pasty• 0000 Yes •. • �; � 0 • •00•0 • •000 000 •0.0•• • • 0 0000 0000• 0000•• • • • • •����� 0000• •0 •• .0 0 •00.00 Contact us:: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1d'? • 0 6 • • • The State of Florida is an WEED employer. Qgpyrjgh[ 2007-2013 State of Florida :: Priv • • • icy, Statement :: Accessibility Statement :: etund ltatement • • • • • • • under Florida law, email addresses are public records. If you do not want your e- ail address released in response to a subliciecards request, do not send ele nic • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please conialt�50.4s7.1395. 'linsuast to Sectio . • • • • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an eihail aidras if they ave • one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not vdlsA toysupply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, son please click here . Product Approval Accepts: E Cl Eq 0 Credit _ 0 SCClll1}� METRICS file ///E:/New%20Age%2OCover%20sheet%20for%2OFrench%2ODoor%201mpact.html 2/2 'er..--. . Ad.-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT 1'` R PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: NEW AGE WINDOWS & DOORS, CORP. Manufacturer Address: 7196 N.W. 77 TERRACE — MEDLEY, FL. 33166 Model Name: SERIES 100 ALUMINUM OUTSWING ENTRANCE DOOR (L.M.I) Maximum Frame Width: 39-1/4"(4, 75-1/8"(XX), 43"(0) Maximum Frame Height: 98" Maximum Load: +60 PSF, -80 PSF (Large Missile Impact) Installation Drawings # W17-31 FL 22255 Date: 8/14/2017 • 0 6666 The above maximum parameters do not occur simultaneously. 0 0 ' Comparative analysis used Yes X No 000004, •6 Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) • 6666' 6666.. TEST REPORT , TEST "". Test # 6666.. • 6666 • • REPORT # 6666.. 6666.. Air Infiltration Fenestration Testing Lab, Inc 6666 6666 6666.. 6666 Leakage 6666 6666. • 0 This product complies with the High Velocity Hurricane Zone (HVHZ) testingrecmiremenic.' ; 0 660006 The above maximum parameters do not occur simultaneously. 0 0 666666 66 See charts on installation drawings for combinations of span vsload'6 6 0 Comparative analysis used Yes X No 000004, •6 Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS-02/TAS-202) TEST k. .. , DESCRIPTION'.,..] z TEST LOCATION TEST REPORT , TEST "". Test # DATE' REPORT # SeaW byj" ASTM E283 Air Infiltration Fenestration Testing Lab, Inc 02/02/2017 FTL-9056 Idalmis Ortega, P.E. Leakage ASTM E331 Water Fenestration Testing Lab, Inc 02/02/2017 FTL-9056 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration ASTM E330 Uniform Static Air Fenestration Testing Lab, Inc 02/02/2017 FTL-9056 Idalmis Ortega, P.E. & TAS 202 Press. AAMA 1304 Forced Entry Test Fenestration Testing Lab, Inc 02/02/2017 FTL-9056 Idalmis Ortega, P.E. Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing Lab, Inc 02/02/2017 FTL-9056 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: 0 AHti1q''�.. • O `� J •. C E'N . �� No 70592 �. �� • .X_ —0 OF STAT Javad Ahmad PE # 70592 �:0FSA,OR AI-Farooq Corporation EB # 3538 . S/o►�gLEr;.�` '��„ � Sealed: 08/18/2017 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com .os y� ;t AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT April 3, 2017 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations *••e '....• �•� 1940 North Monroe Street, Suite 90 ' Tallahassee, FL 32399-2100 �••••� Ref: New Age Windows & Doors, Corp. '....• Series 100 Aluminum Outswing Entrance Door - L.M.I. ""•• Certificate of Independence • �,.��� Dear Sirs, •.• ;•••�• As the design engineer retained b New Age Windows & Doors, Cor �•on•the ••duct 9 9 Y 9 P p19 . referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, PDEAH& No 7059 13 ST f OF ONA�E ,,% %Sealed 04-03-17 '11 0 n m 1„� Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIL;s _100 ALUMINUM OUTSIVING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEETS 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEETS 3 & 4. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS .DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. 3/16" HEAT STREN'D GLASS .090" Interloyer Saflex Cleo r And Color Glass By 'Eastman Chemical Co.' 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 899 3/16" TEMP. GLASS �3/8" AIR SPACE \ 3/16" HEAT STREN'D GLASS .090" Interlayer Sall- Clear And Color Glass By 'Eastman Chemical Co.' r 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 899 Wa11111M 7A / CARDINAL XL / EDGE SPACER ST. STEEL GLASS TYPE 'A' GLASS TYPE 'Al' 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS FL #22255 A- CONTRACTOR TO BE RESPONSIBLE FOR TNN SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCTED ON THIS PRODUCT EVALUATION \\ W tld' .•,•Y I PROVIDED OCUSNE GOES NOT Of—TETE FROM THE CONDITIONS OETA1lE0 \ ?y�';••'L10EN,g `Ty-cgr ON THIS DOCUMENT. 8- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA. REGISTERED = ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E. OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED AT ENONEER TO THE P.E.D. ENGINEER SMALL SUBMIT TO THIS UTiEP. TMESITE i „t�'•, SPECIFIC DRAWINGS FOR REVIEW. .c•.:9 ORL�P;.•,•, p`•"• D -THIS P.C.D. SMALL DEM THE GATE AND ORIGINAL SEAL AND SiGNA'RE OF \a? THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �7y/,0)NAt\% \._ Sealed: 08/18/2017 MAX. mLL 'n� n a Qa o: J SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED . . ... . • . ... .. .. . . . .. .. . . . . . .. . . . . ••• . 39 1/4' MAX. Z AOR FRAME WIDTH 36 1/4' • • 23 1/2' • • • • • DOR OPNG. WIDTH • • • • • • • • • • • • • • • •• • • • 3I0 0 V n O I TYPICAL ELEVATION ( X ) L m o O w NOTE: 75 LL GLASS CAPACITIES ON THIS SHEET ARE of BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION O 1 co C Z M 0 14' ? 3 K o r _I7 J a 8 of3`m QZ} o i r� ; Ip 4Jl v Ci O 01� 1 � mw n '0 Y U 3' •• • • ••• • _MAX._ HEAD SILL 4' MAI(. ((�) I HEAD/SILL / • • • • • • • • • • CORNERS I; I I / 4 cl E e a I � QB Z m W SURFACE APPLIED 23 1/2' O N ILN wn�II C C FALSE MUNTINS OR oQ' \ DECORATIVE GRILL D.L. OPG. y C Z J W 4 v MAY BE USED 35 13/16' MAX. J�0 Wet' �I LEAF WIDTH 3I0 0 V n O I TYPICAL ELEVATION ( X ) L m o O w NOTE: DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. CLASS TYPES 'A' k 'Al' FRAME FRAME EXT.(+) INT.(-) WIDTH HEIGHT 39-1/4' 1 98' 60.0 80.0 CLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH - 15.750• (X DOORS) - (FRAME WIDTH - 28.125•)/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 14.438' 75 1/8' MAX. DOOR FRAME WIDTH 72 1/8' DOOR OPNG. WIDTH HEAD & SILL ANCHORS AT STILE ENDS 14- 3• (4) AT 3' 0. MAX. HEAD SILL (A If (ED- \ yV it 11 I If \ I; INACTNE \ T/ ACTME 231/2' 23 1/2' D.LPG . O. D"L. OPG. 35 13/16' MAX. 35 13/16' MAX. LEAF WIDTH LEAF WIDTH TYPICAL ELEVATION ( XX ) DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) DOOR DIMS. CLASS TYPES 'A' k 'Al' FRAME FRAME EXT,(+) INT.(-) WIDTH HEIGHT 75-1/8 98' 60.0 80.0 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. No. 70592 =1 S l drawing no. W17-31 J FL #22255 '!.,!®�I�t1�1���' (sheet p o'f 10) Sealed: 08/18/2017 Z a 11 o O O N ILN wn�II C C oQ' I cpy• 8 p31G.0 N G4Wa �I y C Z J W 4 J�0 Wet' �I 3I0 0 V n O I L m o O w NOTE: 75 LL GLASS CAPACITIES ON THIS SHEET ARE of BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION O 1 co C Z M 0 DECLARATORY STATEMENT DCA05-DEC-219 ? 3 K o r _I7 J a 8 of3`m QZ} o r� ; Ip 4Jl v Ci O 01� 1 � mw n '0 Y U z 1!� NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. No. 70592 =1 S l drawing no. W17-31 J FL #22255 '!.,!®�I�t1�1���' (sheet p o'f 10) Sealed: 08/18/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • 38 15/16" • • ' SIDELITE FRAME WII HEJpSIHORS I R 14' 72 1/8" 3" MAX. 4" MAX HEAD HEAD/SILL SILL CORNERS \F DOOR OPNG. • • • • • • • • • I, I, I, HEAD & SILL ANCHORS • • • • 1 • • • • II 1 AT STILE ENDS - II V 3• �o . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • • • • • HEJpSIHORS I R 72 1/8" • • • • o.: • • • • • • • • • • �T MU ENDS • (510 3 O.C. r DOOR OPNG. • • • • • • • • • '• HEAD & SILL ANCHORS • • • • • • • • • AT STILE ENDS - 3• �o (4) AT 3" O.C. AD SILL _F (A • ••• • • • • t --- - '/jl'yY • • • • • • • • • I✓ x 2= p J 1r W Q 09 m _ L p II � II D.L. OPG. Y 35 13/16" LEAF WIDTH TYPICAL ELEVATION ( 0 ) STAND ALONE SIDELITE GLASS D.L.O. DIMS D.1.0. HEIGHT (SIDELITE) = FRAME HEIGHT - 14.3125" D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 15.4375" 14' HEAD SILL \I II I SURFACE APPLIED SURFACE APPLIED FALSE MUNTINS OR-/ m w FALSE MUNTINS OR DECORATIVE GRILL23 MAY BE USED 1/2"o DECORATIVE GRILL n MAY BE USED D.L. OPG. Y 35 13/16" LEAF WIDTH TYPICAL ELEVATION ( 0 ) STAND ALONE SIDELITE GLASS D.L.O. DIMS D.1.0. HEIGHT (SIDELITE) = FRAME HEIGHT - 14.3125" D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 15.4375" 14' HEAD SILL \I II I NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE SHEET 4. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. ( O -XX -O ) TESTED UNIT ,. JPS... No. 70582 Qom•.• 3 T` / ( draw FL #22255''�Si�®��L1�` eneet 3_ot1o. Sealed: 08/18/2017 '/jl'yY Y✓/ I✓ II II • - I \ I I // I 1 Y -- IflflIII - - 1,-� INACTIVE �It�� `1 ACTIVE, 23 1/2" 23 1/2' 23 1/2" 23 1/2' ' D.L. OPG. D.L. OPC. - D.L. OPG. • II ' D.L. OPG. •� 35 13/16" 35 13/16' 35 13/16" I 35 13/16" )ELITE LLAF WIDTHDOOR LEAF WIDTH DOOR LEAF WIDTH • F SIDELITE LEAF WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE SHEET 4. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. ( O -XX -O ) TESTED UNIT ,. JPS... No. 70582 Qom•.• 3 T` / ( draw FL #22255''�Si�®��L1�` eneet 3_ot1o. Sealed: 08/18/2017 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIOELITES SIDELTTE FRAME WIDTHHEIGHT SIDELITE FRAME CLASS TYPES 'A' tr 'AV EXT.(+) INT.(-) INCHES INCHES 30 800 60.0 80.0 36 72 60.0 80.0 42 go 60.0 60_0 80.0 43 60.0 75.8 60.0 80.0 30 60'0 79.1 60.0 80.0 36 99 60.0 80.0 42 84 60.0 - 50.0 1 60.0 80.0 43 30 60.0 80.0 3696 60.0 42 _ _ 60.0 --- _ 71.8 43 60.0 70.2 30 60.0 80.0 36 42 99 60.0 60.0 60.0 68.8 43 60.0 67.2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• DESIGN LOAD CAPACITY - PSF IDEUTES WIIN SINGLE OR DOUBLE LEAF DOORS • (SEG •OTE BELOW# • SxZuTcS INCPJS WTE INCkjES •CIAS• TYPE90 EXT.(d,)* IHT.(jj 30 36 42 • 72 •• 60.0 80.0 60.0 80.0 60.0 80.0 800 •0 • • fi • 420 43 • • • • 4 • W.0 60.0 _-�0.0 0 _ --a a 60.0 60.0 80.0 30 38 42 43 go 60.0 80.0 60_0 80.0 60.0 77.6 60.0 75.8 30 36 42 43 96 60.0 80.0 60'0 79.1 - 60.0 67.8 60.0 66.2 30 36 42 43 99 60.0 50.0 60.0 75.8 60.0 64.9 80.0 63.4 - --- ----- -- - of ----- EXTERIOR EXTERIOR 1/2' SINGLE SIDELTTE FRAME WIDTH SIDELITE FRAME WIDTH DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. FL #22255 No. 70592 Z �m OFA° O p OWn 0 pZM 0 &o4 A L a. Q Z. . i i y� (drowl�'Ingo n� I W17-31 I Sealed: 08/18/2017 5/8' MIN. THROW BOLT -,• PENLTRA110N ' O 20 F. O .. .. . . . .. .. . . . . . . . . . . . • • • • • • • • PROPERLY SECURED TYPICAL ANCHORS EDGE DIST. ^1BY WOOD BUCK L SEE ELEVATIONS FOR SPACING •'�'• • • M'•sr er • i- • \(`Al a � �/�N -F7-� 1 • N• • • • •• • ^ TJI �tti 1i i IB • • • • • •• YPICAL HORS 1-� I • • • • • • • • SEE ELEVA ONS I I I EPGE DIST_ _. TYPICAL ANCHORS SEE ELEVATIONS 5/8" MIN. / FOR SPACING THROW HOLT--/ PENETRATION .� 26Y WOOD BUCK OR 'WQOD RUCTURE ^DGE A S IIOTE SHEET IE METAL / STRUCTURE 6J �P M��J < � LTJ f TYPICAL ANCHORS ' rn 1 TYPICAL ANCHORS - SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING -------------------- I I F.B.C. APPROVED I I I CLIPPED MULLION I IISEE SEPARATE APPROVAL II �I I� 7 0 TYPICAL ANCHORS LSEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY NEW AGE WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELFV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (Fu -177 KSI, FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL FJ)GE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR dhMBS f'e - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. FL #22255 DOOR DETAILS No. 70592 Sealed: 08/18/2017 n � i Browing no. W17-31 ;heet 5 of 10) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1/4" MAX.1/4' MAX. SHIM '� � • • • • • • • • • • • SHIM TYPICAL ANCHORS ; • • • • •• ss AMVE WOOD BUCKS FOR SPACING \ LAP O F @@ Mry j' 0 h� SHIMS NOTE/5HEEf 1 G o j 0 — — No.705B2 S ����•,• S o drowing no. ;17-31 O T H11SEE -- 1 N a0� 8 re 11-1 P, _I. 0 /1 0 IL a o��aI C9 W = �I Q _\ 15 20 J 10 METAL STRUCTURE SEE SPEC SHEET 5 - -- 1/4" MAX... TYPICAL ANI SEE FOR SF D.L. OPG. EXTERIOR DOOR LEAF WIDTH ODOR FRAME WIDTH 1 B WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING Y . M. 0 W` L LOCKS —SEE SHEET B FOR DESCRIPTION r 1/4' MAX. SHIM ; n I SEE ELEV. - FOR SPACING/ WOOD BUCKS IFW 2BY WOW BUCK O F @@ Mry OR i WOOD STRU6TURE 0 h� SHIMS NOTE/5HEEf 1 G o j 0 — — No.705B2 S ����•,• S o drowing no. ;17-31 O T H11SEE -- 1 N a0� 8 re 11-1 P, _I. 0 /1 0 IL a o��aI C9 W = �I Q EXT. TYPICAL ANCHORS W N CC O @ -SEE FLEV. .Ij Q W A f FOR SPACING a � o O _ U a m 0 O m 0 TYPICAL ANCHORS ; SEE ELEV. - FOR SPACING/ WOOD BUCKS ... W N 0— -x0 1/ 4" MAX. 0 h� SHIMS 111 A i7ii�i�i x0 u — — No.705B2 S ����•,• S o drowing no. ;17-31 FL #22255 ''��oAd-T>=� T Zn� re 11-1 P, _I. 1BY ,/ g WOOD BUCKS u DOOR DETAILS 0— -x0 111 A i7ii�i�i x0 u — — No.705B2 S ����•,• S o drowing no. ;17-31 FL #22255 ''��oAd-T>=� sheat 6x{101 Sealed: 08/18/2017 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . : : •0% : : wo : •:• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • • •• • • �f. .... • ILICONE • • • • • • • • • •• ! • • • • t•• •• v , \ POURED k HARDENED HIGH STRENGTH GROUT Pc a 5000 PSI MIN. NOT BY NEW AGE WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS LOAD BEARING SEE ELEVATIONS (SOLID SHIMS FOR SPACING OPTIONAL TO GROUT) #14X3 -FH SELF DRILLING SCREWS AT 4-3/4' FROM ENDS AND 15' O.C. MAX. EXTERIOR _.__SIDELRE LEAF WIDTH #14 X3'FH Z MqI� SELF DRILLING SCREWS O n aP AT 4-3/4' FROM ENDS AND 15' O.C. MAX. Q s [SIDELITE DETAILS AN r ` '...No.7OSB2n \ FL #22255 DRiDM._: Sealed: 08/18/2017 moo s 0d N Olean 02' Q p a o —� o ap�pp — --- 0"0tC3 _ 1:9zoN t' �=Heo Q WONIf � I_ 1 a DOOR LEAF WIDTH J O O U m O m O O � � N � OHS So U C=r10 n h 0 [SIDELITE DETAILS AN r ` '...No.7OSB2n \ FL #22255 DRiDM._: Sealed: 08/18/2017 . . ••• . • . ... .. .. . . . .. .. . . . . . . . . . . . SEALANTS: USE 'PECORA' SEALANT (COLOR TO MATCH ALUMINUM FINISH) AT PERIMETER OF LOCK AND LEVER HANDLE, COVER PLATES, INSTALLATION SCREWS, PANEL SEAMS, FRAME CORNERS AND GLAZING BEAD ADAPTERS ON THE EXTERIOR. IKIMm SURFACE MOUNT DEAD BOLT LOCK BY 'KWIKSET' AT 45' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 10-32 X 2-7/16' OH MS LEVER TYPE METALLIC HANDLE AT 39-1/2' FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 08-32 X 1-3/8' PH MS. CONCEALED FLUSH BOLTS MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 7-1/2" AND 88-1/2' FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 010 X 3/4' TH SMS INACTIVE LEAF CONCEALED FLUSH BOLTS MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 7-1/2' AND 88-1/2' FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 010 X 3/4' TH SMS STRIKE PLATE (2) FLUSH MOUNT METALLIC STRIKE PLATES LOCATED AT 39' AND 44-1/2' FROM BOTTOM EACH FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) 010-24 X 1/2' FH TCMS HINGES 3-1/2' X 7-5/8' X .122' THK. EXTRUDED ALUM HINGE PART OFD -107 BY SULLIVAN h ASSOC. 3 HINGES PER LEAF AT 9' FROM TOP AND BOTTOM AND AT MIDSPAN (SPACING NOT TO EXCEED 40' O.C.) HINGES FASTENED WITH 010 X 1' FH SMS (4) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB REM A PART / REQD. DESCRIPTION MATERLU. MANF./8UPP11ER/REMARKS 1 03 • NWG-010 JDI-32358 845918 1 2 1 FRAME HEAD FRAME JAMB FRAME SILL 6063-T5 BOGS -TS - - 6063-T5 6063-T5 6063-T5 - - - - - PH SMS, AT 3' FROM ENDS k 16' O.C. PH SDS, AT 3- FROM ENDS h 16' O.C. •NWG-001 4/ LEAF DOOR/SIOELRE LEAF RAIL/STILE 05 • NWG-015 4/ LEAF GLAZING BEAD (LAM. GLASS) NWG-016 4/ LEAF GLAZING BEAD (INSUL. LAM. GLASS) 6063-T5 6 GAS -42602 1/ LEAF JASTRAGAL 6063-T5 ST. STEEL _60.63-T5 ST. STEEL 6A 06 X 1/2' AS REGD. •• • • • •• ••• AS REQD. GLASS SUPPORT FASTENERS •8 - AS REQD. HEAD/JAMB ANCHOR PLATE (FULL LENGTH)_ • ••• • • • • •• SILL ANCHOR PLATE (FULL LENGTH) 6063-T5 - - SULLIVAN k ASSOC. - SELF DRILUNG SCREWS, AT 6' FROM ENDS k 16' O.C. 9 BA5919 - 'H MULLION 6063-T6 10 11 12 13 FD -107 3_ PANEL ALUMINUM HINGE 6063-T6 _ NEOPRENE ST. STEEL ST. STEEL NYLON _W1-210 0B X 1' 0l0 X 1' - 4/ LEAF AS REQD. AS REQD. 4/ PANEL GLAZING WEDGE GASKET SIDELRE LEAF FASTENERS ASSEMBLY SCREWS SUPPORT PLATE (1.5' X 3.75' X .250') PH SMS - 14 SEALANTS: USE 'PECORA' SEALANT (COLOR TO MATCH ALUMINUM FINISH) AT PERIMETER OF LOCK AND LEVER HANDLE, COVER PLATES, INSTALLATION SCREWS, PANEL SEAMS, FRAME CORNERS AND GLAZING BEAD ADAPTERS ON THE EXTERIOR. IKIMm SURFACE MOUNT DEAD BOLT LOCK BY 'KWIKSET' AT 45' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 10-32 X 2-7/16' OH MS LEVER TYPE METALLIC HANDLE AT 39-1/2' FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 08-32 X 1-3/8' PH MS. CONCEALED FLUSH BOLTS MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 7-1/2" AND 88-1/2' FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 010 X 3/4' TH SMS INACTIVE LEAF CONCEALED FLUSH BOLTS MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 7-1/2' AND 88-1/2' FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 010 X 3/4' TH SMS STRIKE PLATE (2) FLUSH MOUNT METALLIC STRIKE PLATES LOCATED AT 39' AND 44-1/2' FROM BOTTOM EACH FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) 010-24 X 1/2' FH TCMS HINGES 3-1/2' X 7-5/8' X .122' THK. EXTRUDED ALUM HINGE PART OFD -107 BY SULLIVAN h ASSOC. 3 HINGES PER LEAF AT 9' FROM TOP AND BOTTOM AND AT MIDSPAN (SPACING NOT TO EXCEED 40' O.C.) HINGES FASTENED WITH 010 X 1' FH SMS (4) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB REM A PART / REQD. DESCRIPTION MATERLU. MANF./8UPP11ER/REMARKS 1 03 • NWG-010 JDI-32358 845918 1 2 1 FRAME HEAD FRAME JAMB FRAME SILL 6063-T5 BOGS -TS - - 6063-T5 6063-T5 6063-T5 - - - - - PH SMS, AT 3' FROM ENDS k 16' O.C. PH SDS, AT 3- FROM ENDS h 16' O.C. •NWG-001 4/ LEAF DOOR/SIOELRE LEAF RAIL/STILE 05 • NWG-015 4/ LEAF GLAZING BEAD (LAM. GLASS) NWG-016 4/ LEAF GLAZING BEAD (INSUL. LAM. GLASS) 6063-T5 6 GAS -42602 1/ LEAF JASTRAGAL 6063-T5 ST. STEEL _60.63-T5 ST. STEEL 6A 06 X 1/2' AS REGD. ASTRAGAL FASTENERS ••7 7A NW -014 4/ LEAF GLASS SUPPORT /8 X 1-1/2' AS REQD. GLASS SUPPORT FASTENERS •8 - AS REQD. HEAD/JAMB ANCHOR PLATE (FULL LENGTH)_ 6063-T5 - NA -153 AS REQD. SILL ANCHOR PLATE (FULL LENGTH) 6063-T5 - - SULLIVAN k ASSOC. - SELF DRILUNG SCREWS, AT 6' FROM ENDS k 16' O.C. 9 BA5919 - 'H MULLION 6063-T6 10 11 12 13 FD -107 3_ PANEL ALUMINUM HINGE 6063-T6 _ NEOPRENE ST. STEEL ST. STEEL NYLON _W1-210 0B X 1' 0l0 X 1' - 4/ LEAF AS REQD. AS REQD. 4/ PANEL GLAZING WEDGE GASKET SIDELRE LEAF FASTENERS ASSEMBLY SCREWS SUPPORT PLATE (1.5' X 3.75' X .250') PH SMS - 14 15 - 4/ PANEL 3/8' LOCKNUT PLATED STEEL - — _. - OUROMETER 80±5 SHORE A - 18 - 2/ PANEL 3/8' THREADED ROD STEEL 17 FP -389A - BULB W'STRIPPING VINYL VINYL EPDM WOOL 18 FP -511 - BULB W'STRIPPING 19 - 2/ LRE SETTING BLOCKS AT 1/4 POINTS FIN SEAL PILE W STRIPPING 20 - AS REQD. (_ ti Z- 0 q� f'IJ x N a S A OOJN` 0 E R mp Vowq cy 0 m 0600mm 0 ATt� Zo No.70592 :�®q� 8 T •��/J drawing no. Z FL #2225C '�,,'ONA 111110(sheet 8 of 10) Sealed: 08/18/2017 . . ... . . . • •• .. .. . . . .. .. . . . . . . . . . . . Sealed: 08/18/2017 . -- 4000 --'1 C I ,.687 I j .843 Q I 1.000 062 1.750 • • • • • • • 1 48• • .694 • • 72� • • } • • X59 1. 6 • - ' .�i5 • f Z m m ��%I I �p I 0 N I IDI 2.062 .062 F-- .696 0 ` p OFRAME HEAD 1.553 7 GL&4NG•INSXRT • • • •C*AZINOO 4SEAD Q w 11ttou h m LL • ••• • • • .076•IYf# • • 5 • • • • •_-7�• • r 2.250-- I - I •• • &279 35359 t.238 T ♦Q♦� IVQ;M I� Cf O - i Q i.5 C Z O .090 NP. 4.000 y I• 3.500 055 Z ypOj J OHEAD/JAMB ANCHOR PLATE 696 z m J Q W• E W" 2.062 GLAZING BEAD - F- 7.500 .125---) 4 .094 406 0 v � � o 2 FRAME JAMB O .062 592 1'250 ----- 4.000 OSILL ANCHOR PLATE O o O r w Fes- 2.031 N 2.000 .062 T". 2.250 31 O H cK�o .750 �1 0 4.000 .718 2.125 0.375 v m g CID i Q Z � O3 FRAME SILL 4.164 2.916 .125 L .562 062 .688 + 0.312 .688 :2.125 : � tU '- w 1.749 --{ l 093 TYP. 4.031 TYP. O 'H' MULLION 0 n o - 4.751 I I 2.000 ®F 1 I L I V N -j .326 I E) I .657 -- o 5/16' DIA. _ w Ch STEEL PIN- � I O+ N �l .. 210 015 0. LEAF RAIL/STILE .510 .250 F 3.375 ;�S71i17i' 7 T \ �- .- o .61 '125 llll�.��' •000 HARDNESS 75*5 SHORE A TENSILE STRENGTH (BREAK). 1900 PSI _ NO. 70592 =` 2.000 ®+ I (= = 2 �. ELONGATION AT BREAK - 38OX SPECIFIC GRAVITY 1.39Crowing If u '. o n0 ..o,l 700 wi 7-31 6 ASTRAGAL O O WEDGE GASKET t1 SCwIE i:� t0 d Q O ALUMINUM HINGE FL #22255 -���� NAS-���" -'- /I1f11111�� shOOf 9 of 1D) Sealed: 08/18/2017 •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • BOLT GUIDE 1-1/2' X 1' X 1/8' ALUM ANGLE, l3/8- ••3/8- LOtJG • #10 .1 /2' SMS• • 7 } �y < I I I, 3 • • ••• • • ••• • • 22 ••• f W 2'0 a 11 ItIt O N `•��' / • •• ••• •• 7 C �+ysyy� rJoa • • • • • • • • p ioo M N o ZY�I� a W W f ' a 0 d V o DOOR/SIDELITE TOP CORNER I m 0 O O N C) R 4 LEAF TOP/BOTTOM CORNER a V D C?n� 3^Mo � I 8 p13 I` m H Q(o 13 3 (o • T cuj J Z c o INTERIOR H d N C V a a N �p/xIglN GLAZING IN RT CORNER DOOR/SIDELITE BOTTOM CORNER No. 70592 �_ o ST X,ss�.•....�� ��� drowing�no. w» -3i FL #22255 �!(/ `1J �5, sheet 10 of 10 Sealed: 08/18/2017